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11321 SW NAEVE STREET-3 t RE VISIONS , . TIGARD CONVENANT CHURCHz 1~-i L . U TIGARD , OREGON cu G's cu C) Lj 2: > �'o < c� ,r � v Wr-.,, vU-) oQ W U VICINITY MAP INDEX -_ -- ,, , : __ .�: SITE 1 — -- SITE LAYOUT U SITE 2 -- - SI1�E GRADING s.// i _ , SITE %. , I-fi- 3 SITE DRAINAGE ; - - NAGE SITE 4 - - SEWER, WATER , ELECTRICAL, GAS "NAHIN1 -, - - SITE 5A— C -- - RETAINING WALL PLANS & PROFILES IIAS6A&B•,LIr,;) - - SITE DETAILS – ,,. �� ,r ► � ;r.�j. . PR 1 - 6 CENTER LINE PROFILES C--., ED IPA Axe . ... you 7 ��,<5•. .3 - D1 -- - FOUNDATION PLAN ( FTG, COL BM SCHEDULES) _ T D2 -- -- FLOOR PLAN D3A&B - - BUILDING ELEVATIONS q • D4 -- - ROOF PLAN r, .j - D5A&B BUILDING SECTIONS _ o D6 -- — STRUCTURAL DETAILS , : f �► Po .- D7 ROOF FRAMING P ._.. LAN . • �- - AA • DS CEILING FRAMING PLAN D9 - - FINISH PLAN � •.- - -�,, D10 FINISH SCHEDULES ,.rye, '� :J ' D1 1 - -- REFLECTED CEILING PLAN A. . . .�{� - � ,:s " ���• �� :— – _.. El — E3 — -- ELECTRICAL PLANS X, --- `�` y- �� •' R P1 — P3 - - PLUMBING PLANS a • _I ,, a u`; r - M 1 MECHANICAL P LAN z Lo 16 c CTN c) z ~ i Q — -- Lo ►��+ In - w Lo PROJECT SUMMA RY Zcy , - z 1 . SITE AREA APPROX. 5 . 5 AC . 2 . ZONING _ `� R 25 19 3 . PROJECT DESCRIPTI0N — CHURCH BLDG . IN 3 PHASES°� �"G P " , nog aim — SITE DEVELOPMENT IN 2 PHASES ► If p l DATE N13V 1996 �• � � }`N✓ �� VISI I ti SCALE DEFERED SUBMITTALS ass G�� 10= 40 DRAVNHP 1 . LANDSCAPING PLAN " ��520'P FILE Y306PRLc SHEET 5fI'97-0005 Z•• ���16•►_ ' JY��� �� �`� �.dr�l� - 11321 SW Naeve St. �, �G1"uou VIr✓g c coH SE OF 1 SHEETS .. ..w..........r._........« .._..-.... ac•.+r+.yw►+Y.a ..wrw.....3.n..YYNF:4: ays.+ley.WIM.1Gk , -re••- b.,G;r.b r .. - ^ - - - r-• - a .- �.. .Wr _ _ - � +'Zr _, a _.., ._. Kr � � .�l[N'S$r.�RAi/Q�Y4�1�1�' Y �r,:.. ..., .11t+„A7ai.�.�'. 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PARKING -- _7 HC PARKING _ 119 TOTAL _ 112 STANDARD AND COMPACT PARKING I � _ --- 1` � � CT) CU 81 ADDII10NAl_ PARKING I - ODO r APPROVED ' O STOP AND RIGHT 200 TOTAL '•`� �_ TU1RTI -ONLY, SIGHS �. �_ _ .- . --'-•-,-.._ __ - - - �' � l.l_ _ AND STFtE5 COM JAC -STALLS* k'�4 - --- K F,s ,. MARKINGS - ,�� � �� _ _ ,.r1 rI 16X PHASE I&II ISnN "_� ` _ ~� - - .___ '��• /� ` ' .. ''� '� ~- a � .n 9% ALL PHASE ~ ' �1`' C CUA ?� 131CYCLE PARKING: ' �f PHASE 1&11l 7 SPACESNEW 8SIDF'"i K ' W/TYPE 'C' CURB '-� '-.... ��ll// •..•..._ r--1 �L _ AND �TTE R NTH PHASE III 7 ADD'L SPACES �� NEW PUBIJC RIGHT �_ �� 4" GRAV511 -@,ASE •--� - _ � U U J TOTAL ALL PHASES 14 OF WAY LINE / - - O In w CONT. FROM EXIST•'G -_------ ---- � iy' J7 --SI"WALK TO NORTH �- 1� , �� - r, •'� ' e \ '7��f ,�-,• � SFU SUE A SE EDGE OF IMPROVED— EAI3TING CCNCkE 1E PRO11ON OF NEAVE RD ;5 CURB AND SIuEWALk U•0.5' �'� ��, � / '! \� � • � x _ '-'•ter.~` /&11m our, alTir �• ., � � �• � � � �� � I 1� ~� ` � cI �`\, �i �'��\ � / .. 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FIRE HYDRANT VAR FINISH N --O.U._ OVERHEAD UTILITIES r SL/1r?� �1 �. ��., ' 4 � , '�\ ^ �.� I Up .IL �T , sr 3,V2 40.15 '\ `� g ; Iv SHT� ♦' I I r . / /, •\ ® y:�! ?: - o - FENCE •►ocr2 A/C ASPHALTIC CONCRETE STRF!r_-T LAMP EjAINING ALL "E_ Q TELEPHONE MANHOLE (US WEST) p / /•ir RCL SU Eg I may' PHASE ONE ** FUTURE PHASE SITE LIGHTING >- -► ; ♦ l K � ..- SHOWING TFT DANDLE LIMIT lipo '7 7 C).Qq' glow Lo '41 LI 41 ' Q M G� , FUTURE BUILDING AREA a � oop I 0 CIO Lf LAJ V) LI / _ C VA LAJ GRAPHIC SCALE i r / � ��� \ .•...•,f ` '• 10 0 20 40 eo neo IN FEET ) ft a 1 Inch = 40 �f�eI NOV 1996 ell � � SCALE • • FIR "o,0I PRAVN GINS SG 06 F 11j. Y306SIT2 / - ---_. SHEET SIT97-0005 atEt�ti � �r I o ,� � \ • 11321 SW Naeve St. Q1� �' ` ' OF i SHEETS ., 'A'• 7• .+. a': :v ,,.....-r •..wc'ui.M•.y1rM..R/gf:m"MaMn - ..w..+w••:o..:roa...Mai........,.miw.a.•-.w..,..,..+er.xa..Rrwa<..r+relaM�MiwiiMr,.....,.,rr �lr iM: �11�O�mirMlrli- .., i+b..w.. .en�ryv ..u,...,..... -- — - - - •r'W. IF THIS DOCUMENT IS LESS Ilf 111 III III III III I I III !II^ III I I III III 11T r�r III III 111 1111 I�l 111 III III III III I I II( III III III III f1i I�( i 1 i�l •111 111 !i1 III I�I Ilillll III III III I I �l I1 I � 11�� 1 � 11�II � l I � I � 116 ISI fel fjl � Ilio ilii. � � � -- 1-------- --4�_ -� I 8 l LEGIBLE THAN THIS NOTATION, _ I� `^ L'— L-- IT IS DUE TO THE QUALITY OF -- —- - �1_ 1 r-- VIII £IIIIIIII8�IIZIIIIIIItI3�IIZIIIIIIIIG��IIZIIIII1II . _ _ -_ N .3E1lr ORIGINAL DOCUMENT. IoIuIn� us t 8 8 L 86�i In 9t9IZ1_1ti, lSIlllllillLIe /S, Q99 w KEV44INS p 101I _ ~i r"I d- OU ON w Li CD NE W PA CL Ln XIS AIyG C �£R - _ (� -- - - lel 41 ,Q tD -jy CD _ � r, u u-) EDGE OF EXISTING PAVEMENT/GRAVEL �- !/ e 4Jt C- c / 234.-s tiP 'FNAS� 235.5 -�',, :i,,'" 41.3 / r,-� i f f��+' ''', "L - L� `� r CRETE ,�4 � /; r`,/ t�' �;% 1 4 .t* 1244._ 4� EXISTING CON CURB AND SIDEWALK 34.05 ' i '� �• ! f , -743.85 . .,;f2 4 Q 7:55.2 ���• _ WA" 5 47.!75 . . - � �/ `�-•+�- •.4�, � �i ���1" /// 2i 4.20 234.00 i ` LE SEND: • / �r l�fr; '/ ' ~ 244.40 2 2 ti`p , ,• 247.87 234. P4 50f% 234.75 '-- ry / 248.43 ♦ 1 1 - t. / /�!�;. ` .� ? / 1. ,� 250.80 �`� 7 ,yam �;� V -252 . 1 �� ,'Y FtvD 5r'8" Ip--" CO) SAN SEWER MH 4.1 �. 235.00 23 �; ��2}- y° �- _ 0, - >x 40 251.90 257.90 STORM DRAIN MH ij / ® , f 40 r�r / 260.9 23 .80 238.75 O / ♦ �.. / � � `' < / -' W-.. WATER LINE r � / ' / 23 .25 r' 47. k? / • tx _ 4 260.90 �, z V 98 4 / / WATER VALDE • a 3 3 .7 "W / 1 k RET ALL �"Q -__ 52 w ' 2 4 234.7 239.25 / �• U 2 2 / r ! / 7,- � 282.9 GAS-- GAS L1NF: r W ---_ _•jf OST,5 - 234.t 238.7 F 9 �/" / k 2�' Ito rL 253.95 ,,,.� `25--- 2 . / � � GAS VALVE ` 0 ' 8 R ALL N ALL �► 235.9 _ / 15 cT 4, �` 4.40 36.QO ( c 2 .47 / _- 5 T V / Q'�"- � � /\ / 25 34 0 ?�25 .75 r`I � UTILITY POLE 6 o} IL 2 84 SURVEY MONUMENT FOUND h 234.4 G.3 RET w � w e LD I I -L M A CROSS _ / / v _ -� _x� ---� GUY Alr.,rlOR _ - /� 258 / � a . SLE %� '% �� V V �6�6 0 ti J I •� ��O ?2' " 1 RET. ALL 250.45 ? 6� ^ 4'3 LL / FIRE HYDRANT 237.66 I O 2 15 �* / �o ') 3D 'L \ o I 264 MA' OPE RET kLL �' / 4� 30 -O.U.- OVERHEAD UTILITIES FINISH 240 5 N \ d258.30 �/ � / I 238.54 , )) 25 i J R S'40259.18 86. - 0---- FENCE N CR T 235.90 .84 it 1 1�� A/C ASPHALTIC CONCRETE 88.30 ALL 'ti / 'L�`�-----�"�--_.-• IX RE -` 10% / �j 4� 290 -� STREET LAMP 239.5 248.13 + LL -E '/ / 292 m TELEPHONE MANHOLE (US WEST) /' ti►pj 7 J --�' � � �� /� / �R,i----� ; 240.80 A 248.05 -- / 241. 3.80 WYG �U�RE� B►��� ' -'� '': ,-;,� 2qb �q0 /S1� SITE LIGHTING �- 23 0 / / �•-•- RETAINING � '" '� �� SHOWING 1FT CANDLE LIMIT pq E • - , / --- n 7 z� U, (y) .�, �� / � ------- -- ._- G ALL � IT i' - ` -- -- - �-- ---� ' - � ----- ♦- _ _ � ,� (� bpi / E RS � NOTE: ADDU CONTOURS ALON \ Lj m C7 / S cu THIS PR TY U BLEND MATH / � � � NEW SI CONTOU S ON DJACENT P , ` f % A .•-4 FUTURE BUILDING AREA 1/0 Q M d / (� zLy J W 1j, I.1, v O LD u r P � w GRAPHIC SCALE �f a 0 to 40 so ISO DATE N13V 1996 \ 1 Inch 40 tL 1� SCALE •i =40e nRAVN IN N e SG i 6 Q FILE Y306SIT2 ,- 51"fel?-000S __.._ SHEET ((( I 132 I S W Naeve St. I OREWN �7 3ofI3 � / II Y10S2 SE '�'- ;_yx '• !+�:w�'' .� :r,r �a r,:a Y;^ . � �: '��' �,• _ OF SHEETS li' ♦ ^r M1' I' C I;, 1 a'lY t. -. r f w !.s �. .N. �y'. /,�.i n. -w'•. •'{a '�. c �., .y _j, ✓7. :i �:^' 'fir r '4'� 1 � �f; r ", Y. � r `d�• 1. 6 W .� .. L A .A 1 3 � H e k a ,. t d-. y .. m .. . . .. .is. wt - ,.:_. ,,. _ ,i... ..f.. 1 .__. . .. i\:: .fA'?, .t•,_ ..:� .w .! •,. h, t ,IP '}. ,1 ,r. f V v ! r 91` r r A .w. iR �:�. �' - -.. df. IF THIS DOCUMENT IS LFSS lfilllllll IIIIIIIIIIIII I IIIIIIIIIIIII�jI IIIIIIII111JilT Ill�llfllllll 1 11111111111; 11 IIIIIIII111 14 IIIIIIIIIIIIIII 1 1Ill I 111 l 1 T�1�1�11111 l�l IIIIIIIIIIIIIII IIIIIIIII �I�� i LFG 1 BLE THAN THIS NOTATION, �__h �j1 __ !� � h�h 1T Is DUF TO 'THF QUALITY OF � No.36 Rj' �" THF ORIGINAL DOCUMENT, -- - 01911 - -8 Z ll ti, T11,111, t9l, TIZO�Z eT9 F,,,, GIIIIIIIIIIIIIIIIIII 131-1-1IIII�III�IIII IIII�IIII IIIIIIIII IIIIIIIIIIIIIIIIII IIII .III (IIIIIIIII IIII IIII IIII IIII IIII IIII IIII Iil! IIII IIII IIIIIIIIIIIIII IIII IIII IIII IIII Illi IIII IIII IIII Ili! Ill! lnl un lln IIII Illtlull III�IIIIIII 1111(1I REVIS ONS BY 3/24/97 SG - �- EXIST. 12• CONC. PIPE / - - E---4 In E-- I-.' � 1 ou_ �. V cu �. a_ _ _ LJ 2Fw , -NEw 12• _ .. _ Cf�1�, ,, ��� _ / CONC. IPE CURB INLET - - - CURB INLET •�'/ q 1;UIIFR _ �j�l,�f- •.,,, p o STRUCTUR 45 F- � _ -- __ _ -- _ -• �_ a ELEV__.0'S __ `-•,� - U 4.i ' p AT LOW PSIN T / 1 ..` W i OF ROAD-- • -� O Q 1 RIM ELEV. 227.95 L _ �_-__ _ _ URB •. INV OUT 227.0 ;l c, -!ITW UPAIN + 1 3 1 '' - 0r.t 07 �aIST'I,I; / B� TOG LET r j /OIL/WA TER �� '_ I . lig, 1 �.. `"' v PAVLM+ N7,1GRA`,'F_ .. SEP - �' ' -�-r /.1 ' y � '� _' -- _ IN PIPE O ,-•.. ORM NTIONN�C�FF ~ _ URB EXISTING CONCRETE yds U�( :�- / I LL ' -'� - f.T, CURE! AND SIDE ALK -;3- CURB 64AIN E IE RIF v �� � �.� _ VIC 30,334 �� I"UTURe fa�OG stTE ` i \ LEGEND:EN . V pipt IlL �� \\ qD4,�p� -p SLO T•. �---RIM INV IN 2 5. - iLFV _ FIJD 5/8* IP-- @ SAN SEWER MN � / INV OUT 245.70 250.50' r Q / / INV IN 2 45 • --- STORM DRAIN MH rr IM ELEY /.' A - � � ( ii INV OU T 4 O �fU'f 232A0 2p • ./ •U --W---W-- WATER LINE STRIP DRAIN l 4'• i a j •CA Z SEE UET. SHT - 14� i o-' �,��' / —iLJ / WATER VALVE [ O V wv DRA I-INE `' � TMJETEN BION �G TORM 'fiUN-Of F `� ,� f., 9• -3034 TO INLET k1 TEN110N W `' �• � —GAS--- GAS _INE 48K75LF Q 3' CURB `tel _ r , ' �C RE I' , / /�� /'" TNRU C C_R / ,3• CURB DRAIN / I 0v 1 /i C M' r, /i/ •0 // / - / / D1 GAS VALDE TNRU COMC RAMS AND U I � �;� .- +- / UTILITY POLE STF%U INLET - -- ; . ?V ' TFUCTt1RE o>�- RIM ELE'%/. 231.8 i ��/ s, ` 60 .- I LE� �'�• / r � •�� / / _ ___ / � SURVEY MONUMENT FOUND SEF 234. / SAC / t A` D;T a IN\ OUY / FLOv/ �CA�Ch� J I ELIEG DE VI / I B SIN GUY ANCHOR H 11 AL It 2 5 '�b /r FIRE HYDRANT 7' 2 a Di I 16 4 Q �b �r / I ! c ' //% / l --O.U.- OVERHEAD UTILITIES 50 I FINISH SLA ] / - _ _ r /X I 240.15 * - \ �' I i I J 7, ! 9 / J - /v /Z _ 0- - - FENCE 1 1 , I a1� o+ - "I ' ' A/C ASPHALTIC CONCRETE F+ 290 —''� STREET LAMP a I - `� / ----292 \ ) / m TELEPHONE MANHOLE US WEST / + ETA INC O •f. �� -i�j a I STRIP DR IN TO �L9 I CATCH A N 4,31r W/OIL A TERi �� - ii-' % - / ')I g �, S OWINGH LIFT .1NDLE LiM1T 2 �`�N SEPAiRATOR h.l- �� . ; ' , i 9 }- 234 , DE a•Ni0 R TAINIJiIC; W _L E i r . - - .' / ro D 11- �,K /'�� i 'L6 'L ,� 9e�-- W1,4 r , Q� O Jg F1EN:'1J1' -/ it T�!` // / A > C-er./ N Ile 10 z l / �•_i / ! r' ' i / FUTURE BUILDING AREA Lo CO P-4 to w Lo u lam GRAPHIC SCALE 40 0 20 40 eo ISO IleJ IN rm 1 Inch 40 t�nV 1996 ft. �. �� p, SCALE VmW INC C' �/ `'-✓ /�' '� � � DRAVNSG 06 Q F II..E Y306SIT2 SPIF=FY s1.197-0005 OREGON bar 11321 SW Naeve St. �o/ � � � SE `'' 4of18 �/ �' S3 OF SHEETS Wam,1h . .. .w.. ...,.n." ....,«• - ..y,..;w,,,.-.NA.t••n avx, +.....:•x,Mn,re�4.F•W>wrLlawr.r,r.. .....,awn.....,,..,., .. .._»•,.ww..r.,...w..v,.«,,.............».,r..-+.+M.s.ui4itaM0Yrgeasw••wowr..,-_...._ IF THIS DOCUMENT IS LESSTlril�lll�l l�lllll Illll I Illlll! 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UNDER- - t/ GROUND POWER TO TRANSFORMER FROM / '� \ +~ '� �_ CJR8 HG CONCRETE NEAREST AVAILAa E ' 1, / 1 .� �_ CJRB AND SiuEWAU( V� / 4 `t^ L E r ,U: V a' TAP IN.0 EXISTING 12' WATER MAIN.__ ti I F,f+o a I. I nQ SAN SEWER MH •. `,,moi ti. / ' X / STORM DRAIN MH meq. ,• . � �,� � J � C•Q W---W— WATER LINE rr�11 SEE DETAlL /+, .i (r 1 � wv WATER VALVE Lo' A ~ I --GAS— GAS UNE Wik 1+•� FG �• / ! Ss // / � / / �F 1 V J7.8 / I wo / °V GAS VALVE Q p of T T 5 ?' / AA % \ ` [4 UTIUTY POLE ON C / / SURVEY MONUMENT FOUND �C A4N GUY ANCHOR a' '� ,Tef�� � \ � ~ 11r f N rn FIRE HYDRANT -PC .0. –O.U.– OVERHEAD UTIUTIES FINISH F IYl \ , IRRIGATION NOTE. N � I� / ALL IRRIGATION SUPPLY LINESI w 2 -0.15 ` ,1( I, AND UNDER PAVEMENT SLEEVES r7► _ _o - FENCE h t, / GAS L_._ ,GAS -- \ I TO BE LAID JUT BY Qi � � r LANDSCAPE DESIGNER A I j 1 --- r , I METER A/C ASPHALTIC CONCRETE UNI STREET LAMP ` r i W/DISCONNECT TELEPHONE MANHOLE (US WEST) / SITE LIGHTING SHOWING 1FT CANDLE UMIT r ~ELo m INV OUT 230.08 - o r c. U_ •,_ o CIN c) 0 5 IN ICU FUTURE BUILDING AREA Q � ('7 L'j co tn LLJ LJ > Lr) Z \ / LLJ GRAPHIC SCALE 40 9 :o W .D 100 .T ) DATE NOV 1996 !I r / ; , ;/ ' y r� 'E 1 inch - 40 4t £ c� SCALE 10=401 DRAWN SG J P IL.E F 1f306SIT2 SHEET S T97-0005 i / F° o" SS4 11321 SW'Naeve St. 5 off 8 .� :• � bF 1 SHEETS �N? Q �......._....,_... ,_.<�...wr....m..swnUt/PIYNO!lWMnr1,1°Mv'0�•M ar h.Rukv - mom a,>MrshY %AIN KTA*+- ', py,uus,:,n•r.vMh��r1'MYMlrUr'mM'Mr', .... __ .,(�jA�,,}k'n —._.... t yT!T 1lE�khl4' '.r '!w.!rr!b' a .+r Mraw.�wr+w. w�-..+rn.w.wvwr �MMr+a.+..ww r.:.w+.. •r.:M.tw.r .a.m+err.Y.r�wn^'-...n..,.w., .. �'!r!-^'�"' IF THIS DOCUMENT IS LESSIlill� lllll IIIIIIIIIIIIIII IIIIIII� II111 I Illlllllltlji�i I��III'llllll 111�Ij1�l�l�lllll { IIIIIlilllll I IIIIIIIIIIIIIII I�IIT�I�l�lll 1jri1�11111 1II�III�Iii IIIIIIIII�IIIII i LEGIBLE THAN THIS NOTATION, I II 1 z I II 4 II jll_ II �,_ 1_ _ Wy'�J _J_ g II�, I_JII �t I�I� IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. No.9e t;•-_,,,-.,, q E 8Z 8Z L1 Z 9Z 4�'L fi�Z i 1d�Z r�G i�Z O1ZI st g 1 L II�III9IIIIIIIIIIIIIIIII IIIIIIIIIIsI�IIIIIIIIZI IIIIIIIIi iIIIIII�IIIII111�eIIIIII�I�II IIII �IIIIIIIIIIIIIIIIIIIIQIIIIIIII IyIIiIIIII ISIIIIIIII �IIIIIII,TIII�WII `, IIIIIIII ��� IIII�IIIIIIIII�IIIIIIIII �� Ililll�lllllllll�lllllll11111 �ll1 I�III������I��� ��IIII►II REVIS134 BY U U-) o clj cN cu L1J CZ �- - 3a i A Ln tS'�r _ __J Ll SnNG L•u��R •.�,. f�qC. L �.J 0 <L / 1._� _ _ _ ` �1 `^�.. �"''' _ ' �1Y „� '^�•. _ "� U In FAI;;*1N I COtJCKE IE CURB AND SiJEWALK 57o 1114 / FUTURE IrI-DG SITE �/ / /// • / _ `� LEGEND: / # SAN SEWER AIH �, moi' 3� � •B ?} STORM DRAIN MH _...WSW— WATER UNE w WATER VALVE [� L-7 / CAS— CAS UNE LLJev nC . GAS VALVE UTILITY POLE ' 2C3 SURVEY MONUMENT FOUND Q c E1 EC , - GUY ANCHOR i FIRE HYDRANT � E7 SEE RETAINING WALL PLANS S5B,C FOR WALL AND FOOTING —O.U.— OVERHEAD uTIUTIEs FINISH SLAB DIMENSIONS AND DETAILS f 240.15 / �_ ---- ---- ---_-___ - - --.-.—-..--- - -----� o FENCE a I A/C ASPHALTIC CONCRETE ` I __------------- STREET LAMP TELEPHONE MANHOLE (US WEST) �. SITE LIGHTING SHOWING 1FT CANDLE LIMIT '�'-- RETAINI^l�. �PIL - 770.00' Z LO \ / D r lo IK r , ,�/�iCu `� r� '�'/ `. J Z ! J A',• / FUTURE BUILDING AREA (y) C3 LLJ X Y , r��•J ,./ /� �, -~ 'may.. •j }"J �l � .._ / } �`, 'lI /r / ' � , GRAPHIC SCALE 40 0 20 40 so lw 6m I IN ergs ) RATE NOV 1996 t Inch - 40 tt, SCALE 1.=40' _�.�.�._�,_._._.... RAVNsr FILEY306SIT2 SHEc T 11321 SW Naeve St. SS5A 6 of IS // e / SES `' OF 1 SHEETS ' .� _ - .. 1 • .H't•..Mlu._...n.wy4YwM,.. a•.w n. , w..... ..F, �-ra..a.1W4Wnr,lnW.�.=1�V•0�1'�Nd�•.Itl•..'•r w.M.w.aW.P!•�•'.�•�M.MWM-•. ..... . 't �.• •• • � ,,�._,�j� - . ...._.-.M.+r. -- .riYn.•�w,+ •.Mw.-_.,........r.... .i•.--_ e .....r..a,._.i-.��.,w.t./A�I,nr•YY•�..v.+,r..,r_•W�ON.'I.LY'VI�•Wf_.... ...rt►M•I�iKM...,..t11F ....rwi•....-.u..w+.,.—.-M-�.Mfw.•+,rv....wWMuv..A c,WbAY-WuiJWY1F►.• �..•s�.r WY.•�•wMrw.++w•r._w...s.- -_ .s rwnw•bI,YiMMYY.'.wf ..nnr.+..r,U. ,-...i�., ...A. .. rww. +.,w. w r �,.,,�{y_��w,v �p�«w"!/'Nfs'�•�iTR,.�� �d1'lllklSlT�!'MVI�• �J'p�'"!F{li�e•J�C:wv^"r Mr1•�,.1,.r•.. ..rM�w.,M.IJY .-.--`. •- ...r.... . �.�.�I/IRi.a _ .. .. � . •• . ... i,:'�gw,v—wwv.--..•,.,- '......,...r..wn.M•hRnR,?"Mx!','x+' .'YLWq�fF49 ,... IF THIS DOCUMENT IS LF SS TTi�lll ' Illllll!� illll I�III I ! IIII � I II111 I IIIi111 11T1T�1 1111111 VIII I lllllll IIIIIII IIIIIII VIII I G l34Jill LEGIBLE THAN TH1. NOTATION, _ _-L-___ �____.�___ IT IS DUE TO THE QUALITY OF No,7e THE ORIGINAL DOCUMENT. _ _ _ __- .. -- -- -- --- - _ ___ - - - - ----- --- -------- --- --l --- 9 E 6z gti Giz aZ Qz ibZ Efz �>G>G tz o1z et e1t GT ei IIIIIIIIIIIIIIIIIIIIIII£I�Il�lllzl IIII�I!II Illl�llllllllllllll;lolllll!IIIIgIIIIIIII�LII IIII Iei!I�IIII1IQIII�IIT11111111111111�lllll�llll IIIItIII�NII Illllllllllll�lllllllllllllllllllllllllllllll IIII�illl�lllllllli�lllllllll�llll�llll�lllll�lll�llll IIIIIIIIIIIIIIIIIII11111�111 e REVISIONS BY U 247.48 --- -- --. . _. . --- -------- Rt T WALL #1 (16.00) 246.98 HANDRAIL, G' !ARDRAIL ---- ----._-_-_- _-- -__-_-- -------_._I 1 H r --FINISH PAVING GRADE BEYOND RAMP \ CONC STAIRS FOOTING TYPE SCHEDULE 244.23 ________ _ _ 13R ® .57 0 244.63 244;.23 X43.73 ' 2T i � ------'------ - - - PAVING REFER T ENGINEERED FOOTING DE-TAILS I O ' WEEP HOLES TYPE 1 - WALLS TO 4FT ABOVE THE FOOTING - � � 0 20' OC � ,7 TYPE 2 -- WALLS 4FT TO 5FT ; -- - -_ ___ - SI_DEWALK " ..-- - -- ------ _------------- - _�.` �"_�---------- -- no z - -__��� �_ - TYPE 3 - WALLS SFT TO 6FT LJ �-- O 4,0 v 4,0 0 4.00 14.0 0 � 4,6 7 -�"_ --�_.._�...�_�._� --�- ------------��.�----------------------------------- - TYPE 4 = WALLS 6 FT T 0 7�f � � TYPE 2 (26.00) ��_ -TYPE 3 (33.00) TYPE 4 (49.67) I TYPE 5 WALLS 7FT TO 8F7 - - FTG KEY-SEE DET'S TYPE 6 - WALLS 8FT TO 9FT I (` 20.67 108.67 10.79 U) W <r Al A2_ A3 w > > >> `0 O R ST . WALL, ,� w � U �' _. _ _ _ O Q l.i u 57- 247.72 HANDRAIL GUARDRAIL 247.12+/- 247.22z\\ 47.12+/- 247.22 / FIELD DETERMINE RAMP- GRADE BEYOND 244.00 244.15 244.15 244.15 _ �------ 243,15 243.15 243.15 �- - i --�-- - ---- __ C'JR8 LINE PAS NG -- _ r�' -�-� / -____ R__.. OF STREET c� ----------------------- SIDEWALK ----------- ---- rl I r - " " K SIDEWALK GRADE LINE INT BLDG SLAB 240.15 I 7 24 x24 x12 _ . - - - -- - 1 __ - . _ -' T _ T ---���.M STEP FTG'S - _.��_ T _�_ UNDER RET WDLL 239.5--;-/ 239.5 239.82 1 I 239.8 7.82 11.7_2 1 ld _� _ 10.00' -� TYPE 3 I� � ' TYPE 2 : - TYPE 3 -- -- 'YPE 4 I----- -- - 22,00 - -- .1 L - - - - 22.07 TYPE 2 89.98 _TYPE-2 21.00 TYPE 54.00_ TYPE--2 -- - - _ _ 34.80 FIELD VERIFY B1 B2 B � B4B5 B6 p . O ' w RET . 'ti�'UA � � � >> 247 12+ ,'-- � � FIELD DETERMINE -_ --- --- -- CURB LINE --- ---- ----__.__..__--__--- OF STREET 241 .00 ------------------- - Q 1i..Cn - --- FIELD DET`RMINE 254.36 254.00 254.00 AIL/GUARDRAIL _ 253.86 __� �._ _._ � HANDR 2 5 2.13 - ---------------- _._ 250.47 2.39.82-; I ~ RAMP. 250.47 TOP OF WALL /"----- �'- ►�.� 18.7 1 _14.37 . 14.37 - �.-- 40.53 PAVING -�, - -- - - --- 7 �� --._.__... - _ - TYPE 4 TYPE 3 TYPE 2 TYPE 1 _ PAVING , ,� �----- .00 251 .31 21 .31 251 . 88 3 , _ - -- --- 24"x24%12" 250..31 �---- J 'may 249.-- ! STEP FTG'S �� � 248.31 TOP OF F'TG 248.31 •-- --- I Q� 61 UNDER RET WALL--1V 33.16 17.48 i B 7 117,^t� TYPE 1 C1 (D2 C3 RET . WALL " C� " ____ 10,00 Z 254.36 M HANDRAIL/GUA�RDRAIL� 253.86 (`7 250.25 -RAMP L i � 250.25 TOP OF WALL v S M o 246.20 246.20 248, 5\; PAVING 244.35 244.20 � PAVING \ Z .--� 243.85` \ 0i TOP OF PAVING (VARIES) -- _ -z--�_-.___ -_s-_� - - - _ _ >,��.-���,�-r_=_��.-a.s � 24"x24"x.12" M _._ .� �. . _ - 247.88-..� (4 In 247.88!/ STEP FTG'S L3 245.88 46.88 - -! UNDE=R RET WALL ` 243.53 243.88 243.88 244,88 ----- M 6 33,14 33,1633.21 Lli >ly In �- i�,47 �! 135.00 TYPE 1 7 :�4Ll L3 U Z D1 (D2W D � RET . WALL_ " D " p o, DATE NOV 1996 SCALE •=10' -10 DRAWN SG � G1NF� 5 06 r ~E Y306RETW - SHEET SI1'97-0005 / /y✓ EA® 1321 SW Neve St. 7 of 18 S 1 OF SHEETS .'.-.--+�w+...w..,.--...... �,_._......u...rwr...awnra•+�.,w.wr wWwfiM�M.f�.nY.Mwa.r.r.ar..w.w....wo�Iw�....+Yew►..ry.wwvWJw�iW►ee.rw..r.+wrt--,m�.rw.+.Mra..ea..w• .,wwYra`wr.r a.�w-..+MtiW sr.W+,i.e..r...e.w..«wA.uY..M...wwr..nvx.r..w.i.InirNMMM�r+.+,.-wr.s+r. Ar'YlrlMa.�M<.�..rw� ....... ,,.�ru.w...... .. ........w.r.n...r.rr.�.�Yi• .9w�N�aw.o..araw...�w....r...w..-._....-_...._...... ....... ....._....... .-_.� _ ..._..-_.,..,......a.-... ..... -... >.. ... ...... .,..�,........mw....rw............w....r..r,..H-.. .. _ .. ..... .._._.........r.... r........_.............,+.«.....-....»......_.r....r.�r..�u.......drY...-�wra.._,.._.-r... IF THIS DOCUMFNT IS 1FSS ili 111 III ! II III II! I ! III 111 III I ! III III I T�T Ih 11T 111 I I II1 1�1 111 Ili III III III I I III 111 III III ►11 T11 1�1 > > 11T T1T T11 i�T III Ilt 11!1111 III III Ilt I 1 i � � � LFG T BLF THAN THIS NOTATION, --_ - - 11 ` -___--�L_-- Tl �_ �--`'1 TT IS DUF TO THE QUALITY OF No. RI'�,��"' Q THE ORIGINPA, DOGUMFNT. ----- - -- -- - I�ltG lilll8ll1lZlllllll8l�llZ llll IIGIIIII8 Z � 9 Z � �Z � I >! 6 �'1­1-0-jt­ ------T- - --u- 1L t Qt t Z t t t tZ 11IZ 111 611111 1ll9 11 1111 VJI IIII IIII IIII IIIA Il��lull REVISIONS BY 25,20 25,20 264.90 - -- 282.90 �- 264.90 264.90 264_90 r _ - 260.90 ! W �__.__ 2.64.90 257.90 - - 263.00 2S/�90 / - / ----------------- �___- -_ -------------- ------ cu 257 58 ----.___.-----_.____-- 258.25 r� 258.25 - Z __ -� 252.00 - _ ---- - --- - ------ r 257.75 �._ � 251.50 251 .90 ^! - --- ------------------------ ------------- -- ,-- --- 257.54 -----. 2 51 .9 0 _ � a� �� - TOP OF PAVING (VARIES) CONCRETE PATH u_ (� Li I - 255.58 256.58 257!5 257.58 �27 254.58 � ! 257.43 253.58 - �_- - ►--1 2 51 .18 251 .58 7;5�11 .58 --- ----. � 12.UU V__4 �- - -.� L 11,:11 �4,G0 , 12,72 - - 19,90 TYPE 3 - - cu CD - i- 1`�,H4 IYPF 5 19.85 TYPE 6 19.85 TYPE 6 TYPE 4 - - �" -- - L19.85 TYPE 6� 19.85 TYPE 5 6.86 TYPE 4 TYPE 4 TYPE 4 TAPE 3 � -- -- Z 0 � 20.81_ _ �. ..._.126.00 � TYPE 1 -3 -------.__ Lj ._------- --- }. o E1 E � c:1 � E4 E5 E6 W < W �,D d o c'1,60Ln 21.60 22.60 268M268.30 268.30 268.30 ,263.00 21.60 -� 262. 264.30 ' �� i 260.30 30 260.30 I 3 __ ------------------- _ _ 25/.25 �~ ' ----- ---------------- -- -------- 259.18 259. ?8 CONCRETE PATH-- 25 4.30 - 258.4_6 _ 2 �/ - 254.3 1 G VAR1E5 _ _ . _ i---- 256.93j' ,__-._ __Q TOP OF PAVN ( ____ ----- i 254.00 \ - X257.00 �~ `258.00 2;�5.i ; 1256.00 �2.,K 4.00 - _ 11.33 2:a.',"� TYPE 3 TYPE 4 � : ' ,.• -.. L�.t?C TrPE 5 ! 21,y9 TYPE 6 21,33 _. .. _. .� 18,91 TYPE 6 TYPE 3 `' _ 2J-UL TYPE 6- E9 E.9 Z TOP ()F WALL FLEVTIC)NS IN THIS AREA LIJ 8.30 -. . -_ ARE FOR REFERENCE ONLY AND MUST BE SITE; UETFRMINED BY 266.50 266.06 255 / 265.62 _ ESTABLISHING ROAD GRADE AND 18 264 74 ~- . ADDING 6.5' TO TOP OF WALL Q 2h4.30 263 86 263.42 CONTRACTOR TO INSURE [�.� / - / THAT TOP OF FOOTING ELEVATIONS --_--_- -_---- -- - --'-' ------ _---- - W,.-'- NOT 1NTERFER WITH ROAD FINiSHING Q ?_58.46 258.78 ------ --------- _ OPERATIONS _._. w _ G=10% �-- 258.4 / �2b8.25 257.84 _____ 257.43 257.02 --_"""',--- --_- ' 52.1. 3 � 256.80 256.15' _ 255. 15 '-�--- - -------------------------- ---------- -- ------------- CC� `54.15 '--�-_`"" - _ - ----- / G� 253.15 245.65 `1 251 .15 TYPE 6 ! 7.55 7.55 ,,55 7, - - 250._15 - _.-- +- ------- _ 55 7,55 ,55 �.:� -�- - -- 1 1 249.15 TYPE 4 - 248.15 4 lU.i1 10.12y 10,12 10,12 1c�,lE 1012 10,12 10,12 I 247. 99 _ \ ---_-�-- _ -�.-_-------- � _ 16.56 13.21 E 10 E 1 1 E= 12 E13 E 14 E 15 1 TYPE 4 TYPE 4 TYPE 4 TYPE 4 246.15 - -- E 6 E::_ 1 7 TYPE 4 245!15 245.15 z Lv � � M W � A CCD 252.15 (k m 2.5.2_.05_ 252_,)5 - z �1 d- 0 i 249.80 ._ _ < 45,00 (,� o t!7 0 -1- r" 245.65 I 246.05 - - - z _j - r - -- � I - -� 246.05 247.80 " 247.80 W Ln d' _ -.---_ - _ ---. 243.80 - WZ � n R 243.80 j 245.15 244.15 -__ �-'•� -=�';- t- �_ L7 U ----, 1 2.43.15 z 22.25_ - 11. f 242.15 W -+ 99 19.90 241 .15 -- - - __ _------ 19,90 19,90 I TYPE 4 TYPE 3 --- -------- --- -- ----- - .�-- ---- E19 E20 E f n,aTE NOV 1996 W ET . WW L L �� U�3°l�� SCALE 1'=10' _ -------- t N DRANNSG .'1'('97-0005 206 Q FIEF Y306RETW 11321 SW Naeve St. /` � ..-�_ 801, 1$ - - SHEET oftum S5C I SHEETS . -. ... ,...:yy,w+Y1'�{iY4>.. ..;...'^'+JdR"MMd; .. .,..• ., ,w . ._.;+. ,: ;T;.Cw +- ,,,, ,,.,,. 1 . ,. -...N,.p,o:..:oMN..0 .,e d"-..u.P.L Y•..;.uqa•,.. ,. IF THIS DOCUMENT IS LESS T71rjllI 11111I111If�lllll Ilfllll`III�I�I fllllllll1l�fj1 II?fllf�ll �ll1111I1�1 111111 111� II1 IIIA I III �III IIIIIII IIIII�I l�lll 1 11T,1�1 111 f�i 111 111 111111 IIl 111 111 III " " 'M '" ''`'" '""" '"""`""""""""' "'""`""""'""'"'° I 1 LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF `-- -- - _ -1 ` THE ORIGINAI. DOCUMENT. __til _ _ _ No.se 8Z8Z J111 9Z 0Z 8I 9TLt�W 9t 4t 6ttt i 8 8 L T11111IT111111111111 11111111 ►111111111111�1111�1111�IIIIIII11�11Ii�llll�li I IIII�IIIIII I! �� ii II �� II ��W l 1 Il Illlillli�ll�lillllflllllll I(IIIIIII (IIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIII I II I flllllll III�IIIIIII ISI !! � !! � � j IIIIII IIIIIIIIIIIIIIIIIII II IIIII�IIIII� IIIIIIIII���III IIII�III IIIIIUIII REVISIONS BY 1 CONTRACTION .RANT AT DRIVEWAY EDW (Qt EX►AMSIOI MMT A VWCTEO) G4NTRACTiEf1 JOINTS AT- 04TALL EXPAtNS1UN JOINT AT APPRIM. 15INTERVALS /" MACK aF WALK AOITTENti ALL I / AL.Lh EMT STRUCTURES TaOLLCOLIPLIN AT APPK D 'MAW' JOINTS AT AMROX. �\ J1 I 3' DITERVAL.S TACK OF WALK�- V ` '-� CONTRACTION JOINT + 6' ` I STANWAR MIVLVAY �{+ -1•__ _- -___22' L� 3'PLASTIC COUPLING DROY (SUIP MX LIP) r4r AASTP WATER ROTES+ 111091 vAur r13 JE 2' RADIUS Z Ln+---- - -- r =I J r•-T"'- , " r. • , L NAXMM RAW S1 OK SHALL K 12 HORIlWoI --_-__ -- -�1�-- - . 1 VERTICAL fry DEPRESSED 'I;LIRH FOR WHEELCHAIR RAND TOOLED ' iTAMDARB CSK! L OLTTQ JOINTS (L>PTIOTUIDIAu O1TTTt>!1• .•, :. :; (1/2' LIP) RAID TEXTURING SINAL L K WW V1TH AN E.XPMDED METAL. Rat I' + , GRATE PIAUI) AND REMOVED FROM VET CDNCRETE TO 1 �-� D SI!lELIALK JmNT - ` - -- - - - . I r, , L _ '. ' - --''-��-•"� `--- TFE LOUR AILEAVE A D MOND(IF TIET DRA101D PATT[Rrl SHALL tf IN TM[ , lJ (�'� MATCH CURD 10I117 CQAfTAAJE' PATTERN T}NR[><IGN VErmcu - SCS ; , RAFTER i IN 6 �/ r .•. • DIRECriot EF THE >aLOPE. GROOVES MALL K i/I' DEEP AND �� ^ ' DRIVEWAY APRON STT DETAIL Ma 104 I. '• A ' 11,C/4' VIDL TELY,KL SLWIMG SURFACES SHALL K COVEM l lJ ' -- �- STANDARD C�13_& TER �" CD TYPICAL. PLAN VIEW �' � �. APPLIES TO MOTH CURIrLINE 6 PRO•EATY LINE SIDEWALKS 3'I.D. PLASTIC DRAIN pr�PIPE u 0 1 IJ ' L C R Q(P_�1SIM JDD TS 1 1' OC As iPECIrtED - ± I ' 6• t I 1 1/1'/1rT. SLOIE I % I NGTESi +� __ �1r 1. ALL RADII SHALL BE 3/4' EXCEPT AS „�, _ ,- --- DEPRESSED Cl1RB '^ T RAF-�IC AREA$ y \ �'rlt OTHERWISE NOTED. �D FUR DRIVEWAY (3/4• MAX LIP) U u 1 2 1/2' CLASS 'C' �.. _ - f ^�AVENENT r-- jO Q ASPHALT OVER �' e• �` ai.'-o � ��' 2. EXPANSION JUIN-TS SHALL HE PLACED AT _ t41U5HED AOCREGATE MA ! � 6' - At ONG STATE HWY ROW ALL CONSTRUCTION .JUINTS AS DIRECTED. � �' CUNC, CURB - 9' CRUSHED ROCK L SU*WALVQ9R11K> LASUNW Yl�Ww-N AM'tiCA/l-E) SED CURB FOR t� J pttVEVAY SECT(EIFI '`.•` -- DEPRES AND GUTTf-R COMPACTED TO 9$% QD I TYPICAL CURB LINE CROSS SLCTION 3. CONTRACTION JOINTS SHALL BE' PLACED Y WHEELCHAIR RAMP - -- (1/2' I_IP> 1 -----i_. i AT APPROX. 13' INTERVALS AND SHALL ' . � �"., I Z STANDARD SI>K WALK alk= S'LOpt $MAILL K 114' EXTEND A MIN. OF 30% rHROUGH THE STANDARD SSS LI E � CURB OR CURB AND GUTTER. 1� RET. WALL cults 6 GLmER F----� Piy 1 C131Q'RTE LKP1N ►GR STANDARD i1DCVALKt SHAH r- r .r- - ,-_; ., _ � NI>aIYW ♦' MDI. :,4r-nr 11 r-Tl l 'h �rr-m -r>TTt1 'T ��_ vAR1AlE vA�X vtoT 1 �' DRIVEVAv surtws uMLL K k0um I r MIK ALA- s. THE ULTIMATE CUMPRESSIVE STRENGTH OF il! III II III III III��II, (11, •III III III III III Ill II :III H'Lr q� _ As ircc>rKa _ M1M CRusH1ED THE CONCRETE SHALL dE AS SPECIFIED. _ TYPj_CAL_ $TR_AIGKT�I�_R_ COICRETE SMAU K PLAUD OVER [ S 1A8[I.IZED SU8-GRADE RE T.WARL FOOTING I I !. CONTNAC I JWS SMALI. K IWTALLLb AT AfPROX 5. WEEP HLL1Lf:S SHALL BE PLACED AT CI)rITRACTlDN DMTt*VALS Or 1 r(FT fY CUTTM A wk UK TWWZ ' I/4'/iT, % or rHE KPTM Or THE CUWKTE. 'DUWY• JOINTS JWNTS. PARKING ARS=AS -- - - �\ SMALL tr IwTOLLES AT APPWX. INTESVALS is 2' CLASS 'C' I r- -_-- }. s rEET. - �� , S Tw AWA If.MI11r Tw 311r VALX 13 TO 1E SAM- IL REFER TO STANDARD WHEELCHAIR RAMP Df l AIL S ASPHAL.T OVER r - - v � FtLLft VIT4 COWhCTEII fACKrILL As 3MIOVN ON FOR INTERSECTION CURD RADI' DETAIL S. TI[ PI-AN kA AS DIRECTED. 74 DAWILI Spaa Ci' CRUSHED ROCK - - APPLY TO MOTH SIDES AI THE SIDEWALK Ori A THE USE QF EXTRUDED &]HOED CLASS SHALL. r 1 Cl1Mf'AC TED TD 95% OD , fRtvEVN►r iccT DaA0nWQATE DA.% PRDPERrr fc s1DEVALIc. ONLY K BY SPECIFIC APPROVAL. OF THE ENGINEER, v TYPICAL CROSS SUCTION WITH NARROW PARK STRIP 8. EXTEND VEEPHOLES TO BACK OF WALK WHEN YIDEVALKS ARE CONSTRUCTED AND INSTALL COUPLINGS AT BACK OF WALK. �V r 9. FOR STATE HWY CURBING DETAILS REFER vARWLt uicvAlJc vtD I 1 TO ODOI PUBLICATIONS (1F STANDARD DETAILS •' MIk AS ilf rur"Iry I STANDARD STANDARD P` % ,� V PAVING SECTION "''"T' t ' SIDEWALK DETAIL CURB CONSTRUCTION ' -F WHEELCHAIR RAMPS MtIL r or JI/V-6 I Of WAY SLCT ORUSMED A[IRgfGATt MSE. TYPICAL 1•lAftRTr LIN* CRG';: .kC7I11N 1 I401ellZON7AL I (VERTICAL BEA-RING AREA 01F THRUST BLOCKS IN SQ, FT I VOLUME OF THRUST BLt'� !N CU YOS. Cy- Oct. wrt tttE «.i1HA«f twos •Antro cues, a• Ono It vM• n „a• r,f Is"e; BEND AKGLE I •- GU �� Uam ?It ►fAwas o« .w Isla se••e silt '- As, --'-22 o120 It _ c u t r v- ky 1 3 L e - / t t.s s.t •.e t t I.I s t.T Lae 17 SOTt moi./ t _ t.0 s.3 i.1 3.6 t.0 I.0 22 112- 1 'r t DI�� 10 T.. _ In. 11.1 t.0 11 LS 10 L0 t.s 0.0 1! 11.3 11.1 10.0 •.t 1.1 t.t _ It f.e It 10 , sa H tt,A tt.1- t.1 7.f M Ute 1.3 1.• t0 11.4 10 0 1.. AI1 .7 4 t 10 11. f.f !. _ 7 tt 6.t e0.e a, 0 311 oil AL0 � tft9 MAKO ON 2U0 PSI %-"a PRESSURE • Lp00 PSi SOIL /ITTIMs an 1100 slaE twfto••tNt 2' CU STUB-OUT x'10 CAPACITY. it•An um left 10' • T e n CONC. GkLUND � s APPROVED �,- I ® � DAL CK VALVE VAULT IBACK FLOW rJ _ .. it I ' PREVENTER X KNACK-OUT., �- r--- � FOR FUTURE t it SERVICE' !- -- EXPANSION IRRIGATION _ cu SUPPLY w BY UTILITY �_--_ - - ----J- �.__-- -T-T7- _ _J I A4 ~ 5'-0' FROM 3-4' SHC 40 PVC T- TEE CROSS WYE --- -- NEAREST AVAILABLE ri I z - -� 2' CU POWER POLE I 1 ! 12-4' SIC 40 PVC r LO M �� ----- 2' PVC SHC 40 TO AI_.DG SUPPLY BLDG FROM s+ E M 1 112 - j �� SII W r' r' EX rE 111011 JUNG r I pN Aux cu W METER r .W - - --- -.. - - . W -- - ,W �- --� 1 T I , IIANDIIOLE q U� o 2' VALVE � I n � FROM 2' CU SHUTOFF ( I E _ PEnm 1 T TED. PAINT 10 TAP T❑ BLDG J ( � I r-- MArCII ADDITIONAL CONOUI r Z C] •� 2' GATE VALVE I a NO TEPMINArING 1N V© Nor PERM r r FEU. < 3 � STREET BLDG 1 III � M.�', �r' L - In 8' GATE VALVE 2' CU LINE ' MAIN 1 ,I w a_ r�' A SEE tAet,EO - -- Z ___�_ _ ---- --- - DISTRIBUTION - I - - _ H 1-n 1 fTv IIT) �/1 c� - i •• A✓ W .W j 'W ( I I PANEL_ TEE CROSS VERTICAL SEND = '• Q .--1 8' D1 FROM MAIN 8' DI TO HYDRANT - --�, 1 i = W 14' ----- - - CT & METER 1 I WGALUG RETAINMrO GLAND 7r" W Ln r- _ (RELOCATE WITH II WIH POLYETHYLENE WRAP. U _.. `1 l.___-_-.I InE in A Z I USE CITY [IF TIGARD I ELF_C. r,om I r ►-, STANDARD DETAILS I FUTURE EXPASION) i BLDG ,�' e 3 TIES LO U SPECIFICATIONS FO[# WALL `` 4 . W ANY DETAILS NUTCLUI 8' GATE VALVE i _,_err if 1 '`u� ?�• INDED IN THIS - _ �"'IHM4*' ! ��: VEr1 T. PL-AN SET t `'„':,= " cr��,..:. lig AEEIAR( •1 CAn. ) - - ----- - �- -- ____ CURB LINE I . m �¢ si,111HsH�r.; $ 11n iu. b1= STR&DOLE BLACK BEND f. N off� , I OIfTE HYORANI iI� r-.1 I ! u' • " DATE NOV 1996 SCALE STAIIIDA to � YP, LAMP .VEFA 1 L cALF: I q SS l RO BLOCKING DETAILS - 1/�`- I d 1 -J ;I `� WATER SUPPLY WATER SUPPLY DETAIL DETAIL DRAWN SG c, Ikf � `'. 2 6 + FILE Y306SDET SIT97-0005 S'TEET 11321 SW Naeve St. OREGON P/771! 10, 9of18 / �• 5E�� ,+1� OF -SSHEETS s . .r+•....n.ar...� arwr+e..ar•►s.+M.na.r.. a wti .4.•I•ARIIeAe .. . . w..,,..<.,.1i,. ..w,,,,•...,..,Nf..,y,...p"•,•.. rMlMICtYRRA1l11►�a•+: -��--I-1I(I-1III-;I I1III1I�I+III IlllJlA}ll`i111111 ! 11,111 1 �I1IIIIfII +IIIIF THIS DOCUMENT IS LESS LTGILR THAN TH1G NOTATION, IT IS DUF TO THFQUALITY OF -- - _ �I�llT 41la',hlMIIIlMMt!l"fMlfbWlR'.RI .l.�l_ry.rlyY-Ml,�.-,l!•/I_Mlif�1'MlMlyti'^l._..wlnl1M,1•:n�111-�9111-•I'It - I J►I.R�..:.l-,t•1l4•ifLl-•l'a4-ll '- w•«_.. +r. . F�'M'•'1M1•NIWIHF`�•al:l 4w...NIDyf;6:.Y•..ir.:l., :: .., ....,:.y.,..y..,, �AY•.�/IlW .�I .w+Y'rr«.•.•mA•rw'f1M.+M.in r.+....,<.-_...._rrV... 0.30 THF. ORIGINAL DOCUMENT. ---- _- ---��-- -- --��----- ------ --_ ----- ----- ---- --- - - -- ----- -- - - J / Ill illii�ll� ��lli�llil Iliillli�ll�iillll�II11�►I1�►111111�II111lII�lll�llllll�lllll�lll���111�111��� g�I11�1111�111lIII 1IIIIII�lIII�IIIIIIIIIIIItill,II�IIhI 111111111 IIIIIIIII 1111IIIIIIIellll111 Iglillll1111111111111111111111911�11I1I IIIIIIIIIIIIIIIIII �IIIIIII IIIA`►���i�1111 r REVISMS SY 10' 14• 2 1/S' 3' 2 1!2' NOTESA ___-1 _ - NOTES• 1) STANDARD PRECAST MANHOLE SECTIONS c `J' r E! -�- F(D �-T - USE 48' MINIMUM F[lR PIPE SIZES TO 30' hAY.iMUM 3)ALES WITHIN STREETS SHAL1_ BE AD,AIcTFD TO FINAL PAVING GRADE BEFORE WEARING COURSE IS 8'x V SQUARE 1) PAPPROVEDAEQUALSSFROM ❑ER MFG.'S WILLEBE ACOCEPTED. INSTALLED, CfINCRETE COLLAR SHALL HE iNSTALI_ED _ 2) TAMPER PROOF COVERS ARE REQUIRED aN BOTH SANITARY 2) USE ECCENTRIC PRECAS r CONE FOR ALL MANli1]LES ON EVERY MANHOLE PER STANNDARD DETAIL 205, ii�E F T S 's� I � TRANSVE_RSE _ I SEVER AND STORM DRAIN MANHOLES WHEN THEY Aft OVER FOUR FEET DEEP LOCATED OUT OF THE STREET OR PARK STRIP AREAS • 6)ALL PIPES CONNECTED TO THE MANHOI.E BARS (TYP.) UNLESS OTHERWISE SPECIFIED ❑R DIRE=CTED BY THE ENGINEER, 3)ALL MANHOLE RINGS L COVERS SHALL. DE MF'G. SHALL HAVE JOINTS WITHIN l 1/2 PIPE T BY INLAND FOUNDRY - DIAMETERS � THE MANHIIE STRUCTURE, r 1 3/8'x 1 3/8' TIFFENERS PATTERN NO, 103 (STANDARD FRAME) - - _ 90'L BAR (TYPICAL) 4)IN`:TAI_L 'LA14E INTERNATIONAL CORP, P-14830' STEPS 7> CODE OR TOP MUST BE ROTATED SO AS TO NOT -_ B - -11_ � ! .2' O.C. IN ALL MANHOLES OVER FOUR (4) PLACE THE LID IN THE WHEEL. PATH IN PAVED AREAS j u FEET DEEP - IN COMPLIANCE WITH O.S,H.D, AS DIRECTED BY THE ENGINrcR. — _ CFR 29-1910.27, IT V D-- T E!E F---i Ln 1C L r--4 lCD__-- / 3/8• -- ----- -- — CU � END OF LINE INSTALLATION W cu — ELECTRICAL �-- O C BOTH SIDE ' IT WELD DISCONNECT �- A L_.� A --�- - 4 I ON P,T. POST d 1_' x12"PLASTIC, �� ,•� --�- 2 112' ASP r o(I}i r.o INLCT T(N' cnl.vnNtzt:u S?et:L. HALT AND 20 aCAST I+IONGRnTC .-' '.•.•',.•,•'.•' '. _ �- CRUSHED ROCK FILL Lli (HOLT DOWN) L ; - -- SUBURBAN STANDARDAR NHOLE FRAME- �� I �All / PATTERN 107 3/4'-0' COMPACTED Q � (APPROX• VT - 305 LBS.) T❑ 95% OD LJ -- _T_ -FINISH GRADE LUBE GASKE; 1 3/ _ __ _ AND PIPE-SET •T -- _ O TOP OR RADC _ - _ - - _ -_-_-.. -_ _. __-. - - -- ---_-------- 0 :--. CRATE TO W I^ R1,OR 8"rlre 1' STANDARD PRECAST U J IMPROVEMENTS -�-- _ u \� � T RISER RINGS GROUTED 4$� PRECAST CC]NCRETE �`� U +i1Sl:r1-CU f 0" IN PLACE nELUW FINISI! . __-- �o , PIPE CAP AT OPEN ENDS QOQ GnAUE -pp ^�)1J s� WITH REIN ORCED FLAT COVER �,. i�u� STANDARD PRECAST ' J - ° CONCRETE CONE r , S� I LI - L ��._._._ -Al 0 0 0 o I"� j v PRf=MULL DED JOINT FILER 'I"�--._ �CH PLAN F`— ---- -� ° '' �. - ----- -- I pM CA L L_ SECTION B-B u 1 � � � ., m-3 4 �R gAS1N �+ OVERSIZE -- - -- - � I g3-•--� i r/u HOLE BY ~ / \ NOTES, TAMPERPROOF 1 - �� , \ U� h--� 00' eLBOW 12 AND ANS % I �a .� �4, ---',•I 1) CONCRf1F SHALL ATTAIN A 26 DAY MINIMUM LOCATING STUD `T FILL WITH �cw� �1 pw� �D ULTIMATE CTIMPRESSIVE STRENGTH OF 3000 P.S.I. I ROCK C❑MPAC 7d I 1 REQUIRED PER COVER � '� �• STOIIM pnn+N LINE � .JOINT FILLEN 2) GRATE SHA1.1_ BE A36 STEEL, GAL VENIZED AND TO 95% OD ---- --- ...� z FABRICATED AS SHOWN (MODULAR CAST IRON � t4 3/�' y� GRATE 10'x 1('x V AS MANUFACTURED BY -6 1/2 ���Q �u{ v�f ;r' • I VALLY IRON L STEEL, OR APPROVED EQUAL MAY F� 27' \ _ "_is..►__l -I� - BE SUBSTITUTED) -� FLEX - FLDAT �J t1% •:. ; :. 3) PLACE DRAIN PIPES AS REQUIRED TO DISCHARGE �� � � CAP SCREW DETAIL GRwT SWITCH , - • i . C❑NNECTOR VARIES - S PLANS 4 IPE J DRAINAGE TO STREET OR DRAINAGE SYSTEM \^ 3 REQUIRED - 1!2' X 1 1/4' CHECK GRO:1T _�--- - i VALVE T❑ CONNECT •.•••.••• •'• ,::•'' •. . ', �- ' :° i .. PENTAGONAL OR HEXAGONAL 4' SHC 40 1. —} HEAD - BRONZE OR CAD. PLATED PIP CHAMBERS - - r- - DRAIN TO _ MANHOLE --fir- - �e ;:: ►+- - ..� Z PUMP PUMP • _ _� WW . FRAME AVAILABLE IN A J PATTERNS 105 OR 107. U Q MOLE BASE OUNDATIDN•,:S •A:• �+ CRUSHED = V) V) STABILIZATION AGGREGATE H i.•?.;` AS REQUIRED EQU R BAS E . . . . I ED TAMPERPROOF . . . . . . . .•... . E R❑ F" ❑ 6 WATERTIGHT E TIGHT oc a PATTERNS 101T L 101W N a '' FOUNDATION STABILIZATION STORM DETENTION AND SECTION A-A RIBBON DRAIN (APPROX. WT. 387 LBS,) MANHOLE AS REQUIRED MANHOLE DETAIL � I Q DETAIL FRAMES & COVERS PUMP SPECIFICATI❑N W/DISCHARGE PUMPS � � (2) HYDROMATIC ' SP-50 W �y W/ FLOAT SWITCHEScy— c'V 1 6 -_ _ NOTES, � M 27'x 27'x 1/4' 1) PRECAST CURB INLET SHALL BE GALV, DIAMOND PLATE MANUFACTURED BY WAL.T'S CONCTRETE, b �o COVER WITH SPRINGFIELD, OREGON, OR AN APPROVED hir o°0 0♦°• LOCK ASSEMBLY 00.0••0 r„ � o o::� EQUAL - THE DETAILS ON THIS SHEET 0 e s • • - BACK OF CURB N EZ o e o o°�•a PERTAIN TO MODEL 2 I/2A. WHEN t d FACE OF I oogo••o• MODEL 4A IS SPECIFIED, THE SIZE CURB ��o°ie OF THE CATCH BASIN SHALL BE L F t; °o°o°•°° '•A - ------# ADJUSTED AS REQUIRED. Alt w't. 'cT7 Srllll ukflIrIlKtgli __ _ 2) ALL FABRICATED METAL PARTS SHALL •it, f1 I evOme ants wk tIIKRlttfato. BE HOT-DIPPED GALVANIZED AFTER s� j l •aR" /tMcK rK►,oara gr c�Rty frail NEAvY — - FABRICATION, OuTY cA�r ioe r,R4f[. (w(Tir,l 17PENING E'-6' 3) CONCRETE SHALL ATTAIN A MINIMUM r •AsellAt3 1 em f, OUT wfTll -REMOVE CAP CHAINS LI OF GUTTE (4'-0' MODEL 4A) CON tACTION `�---" JOINTS IN 28 DAYS. STRENGTH OF 3000 P.S.I. Air+f�t'r:*r PAtNr. CA37 IROh1 LdJQ.X� 'COVl11 1MTH 3'-0' _ 3'-6' _ � tHE M/d1Q.„MUTER ON T'OR � 3.�. -0' MODEL 4-IU�~- .SIA!+R69!?_t.A:L.IRV,Il.LilttT[_ -- OrFMIJ40 ON 4arrt+a! OP vwIRRif4l. -- 12'-i8• ,FINISHED GRADE r Tra ME r4R 4l*FR•41l Ea•ML To ANNA -- _ PLAN VIEW "' 1N Wr 1 E r PIPs. _-- ""' STAlll'Nk11 LfV4119 f 3O"r gb&,leer N� �•[ . /�-�/ - NORMAL GUTTER - ' \ ` FLOW LINE . -- TOP-FACE 4 MIN. CURB OF CURB TOP-FACE OF CURB j ------ •• •' INLET OPENING L •. 2•Ar ' TDP-LIP OF GUTTER MNjut Atrtx(j bLV b Mur IlftW4l4tllNp ----r.M�- �'�'MA<I1�IMILE CI V&vf$ am � � .-- ( y.t3PE, _ Ld1Uu1(r GIl'tN OAt�i Wq'1K)u'r ( 114:r. - -' -PAVING Z 1'AfJI'19t1 hw�l�4t 4N0'I!A MATE rIbNqA„ �I ----- -_ - j CLASS 'IN• BACKFILL �l (� VALVE BOX ONTERID DMI -""` NJ RETAILER GLAND \ DEPTH OF BURY L7 M r SKIS OP OPIERAT916 OJT l I AS REQUIRED CRUSHED - ,� BOTTOM-LIP CIF GUTTER AGG. BASE I � � O� ca EXT t •�'• � - - BOTTOM-•BACK cY rI .. A 11ATOR ENp �' ' �� __ 4' I.Dax 1'-0' PV of '. OF CURB WEEP HM-E. AS 6' 3034 DRAIN A �oE[MIe T 11iAH�T�fNOM Mgytb ;�� �\ �' • �" y + ; �';':'� -CONCRETE rMltusT BLOCK (�' mom REQUIRED. PIPE FROM Z Q •-� ti _ i , ., J ��) _ RETENTION MJ X FLG HYDRANT TEE 12' CONC COLLECTOR y y� AND FLG X MJ GATE VALVE / i ; /' `�; DRAIN PIPE p UNDER SIDEWALK � SLOPE 1/8'/FT � Y J rr •-�i•!�I-1LIC1'Y-D�,�1,L�D!(_'BP. ,�' CONCRETE TFMtUST BLOCK �A. SOLID PRECAST USE BLOCK � t�,,,♦ ON UNDISTURBED EARTH _-_ _ - � Ln ----AM1f ►llAt�, I —._J_-1� ui W In J t WHEN PIPE IS LESS THAN S IN LENGTH // .�-•.M+Jr►aY1RyIgA1 No 1Q1N"s ALLOWED AND USE RETAILER FRONT VIEW Z a � G-AND S z „_-vollT 4111114a fall a .I" WHEN PIPE IS NEATER THAN 18 IN LENGTH SIDE VIEW U te►INN11f.11aJ1. RFTAIN'ZR (LANDS NOT REQUIRED, Z NOTE, EXTENSIONS REQUIRED FOR HYDRANTS SET TOO LOW / M SHALL BE SUPPLIED BY THE PARTY FURNISHING THE \ HYDRANT (OWNER 13R CONTRACTOR), ALL SUCH \,\ 6e EXTEMONS SHALL BE INSTALLED T13 TIE MANWACTURERS SPECIFICATIONS BY THE CONTRACTOR AT THE CLAM CONTRACTORS EXPENSE. }. � � �, •, ,. - \ � a. DATE .....�...� ww, sox swrtl �NQ y '�� �I�jl°��9 SCALE N/A i PERSPECTIVE VIEW SHOWING THE LYMCH CQ, INC. FIRE HYDRANT , SETTING DEPRESSED GUTTER AT CURB INLET CURB INLET DR,%%M roilrl� 4n olll eo" ------- & CATCH BASIN �''� �� FILE Y3A6SDET ' LL.LtAd1_i-.at. STAND RD CAKH RA 111"1 EiVMt>`1rrrA1. 10 v _ ._. . -..._ ._ . .. . .. ..da�lir..., SHEET . .a � ��►' 14 �d�y '�1 197-0005 ' SEA �' S6 1 13?1 SW Naeve St. 1001,18 ` ::..� " ....:a,.u.,r.. ....Wf.caw.w..>_�MMM'n+'•:•K+4'.a4u•• ••. •nrttgry 'MIfMr.'lUM�111 .wYll.«.w...rrw.+wM1.M1aF'/.:.dFMm n.:gntl. .l...•r.nr.t•'.-K.w,•ai/oil•Yw.re'V ' ._ _ y... - .. _ VYYrrMn w'•.w.,.�a.,r«..ws.�..�....fryr.... - .. ..:. .. .+. TF THIS DOCUMFNT IS LFSF Ilf 111 IIl �lll III III I I III III III I I III III 11r t�1 Ilr tlT III I 1111 111 111 III III III III I I III III III III 111 TI1 111 1 1 11T 111 111 111 III II1 llillll III III III I 1 SIII � 14i � i � 1116 �I II � g 111 � . 11 �i01 1I ilk LRGT BLR THAN THIS NOTATION, ___._. _ ._�__.---_-_�_� -__..- __-�--- ---�__-� __��_._.�---_—_-L- -.�__��_ -----�— IT IS DUE TO THE QUALITY OF / Q THE ORIGINAL. DOCUMENT. . 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