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9000 SW DURHAM ROAD-3 s rn C14 OC140 O LJ UN � I 0) N Z rn rn 0 c) O : U 0 X � Q w O FOOTBA � z V - L � U0 W0 V) wDIVISI N 2 S117 � w VICINITY MAP N 3 CY) z w rn GAARQE ST I I -- 10 w_ -- _ - ..- _.-----,--r--. _ ,� - - 1 r � In z / J nil, v •. '4 •. va M a' ..•. .a a.0' .* a ;•4. •.', .. + a i , 1 r. n v. _ TA == In 4 .. •4 '.v .• t 4 �• ,vl •••a .•a• Aa -n ' 1 V 14 Q Ott_ •.v .G �---111J11� r� 711 F �,,, - _ n' \ �- ER N.T.S. Y - 1 N _j 14,054 9 A ( � p OREGON — 26, 1 PROJECT k_- LJkT _ 3 SI TE - a / DLI-ham -- / EXPIRES 12/31/02 UALATIN --- 4? i I RD i N Tualat.i, 1CD R F_ ♦11L Cn INDEX OF DRAWINGS mco cr mv) z j Co COVER SHEET � 4 2 aG } \ C1 EX. CONDITIONS / DEMOLITION PLAN O C2 SITE FLAN Cr. •� � � .�� rr a� Vii,. .. .. ..[t. ���� a C3 GRADING AND EROSION CONTROL >' C4 SITE UTILITY PLAN Q �� ..�, 1 a; _ _ at'' :j ti.i r 1r_..�7r Ott ►},.tr. ^ ,. 4 ;":. 1 V) �r, a ,r �4 } .� 1 I,•^fly F�'��!}iil j'r, a: C rte: ,5 :�. , a, • C5 DETAILS o < C6 DETAILS o ,F .Y Y, \C ,c;a r !• \.. ; ♦ ,'f t) .Ti✓ -�.�X`'�! Y t Y' ,,), �,•'� f 0 >! ,'� Y'rl..nY.,. `y"'� r\, .�x X5.4. 1 Jk^ r(`/(y�(�:,yXY'yW`'.,YY (� ^f\ k,fl't'.?`,j, ► =L ^11/�! 1h''{ �Y�"vk a' r •".\7� �* t Y:';`4,,4\�X 1,'"f^Ix):!�!'• �rV r .t.�✓: .\!;;'Y,�.y \ ? '�< ,,+`\/`.✓-.. U J'= �''�• %C x✓..+[,' y. '•��, r! `\). .♦,Y �r lC `J�j., {��Y .l ,)(, ;!'.... .�1,�. t♦ x?t♦i.� ,,�'l Xy :.}, �(y 4 ,f' Y,i �' , ♦ (n --�---�`- r �, k'�, `�' ��('y ` 'C� (�('"�. ♦ XI,+�. ••. �\!n'�Y�_ �.�?, �,.K.�.�'��: {fi.y Y, k �Y�1 x` �r�l j•(, / ''�\�` � z /` \�� Xy. h.� "! � •! K xX "k l✓{/r� ,�� /l J•: i. y�',/`. �\ ,�.�;xr..�u�r, �:,>h/C •.x.,� J•. !j :Y ! �Y. `.,r,�)t •i: .[ `r✓ '.' \\\` ary OF TI!GA,RD 0 }'K?Ciy' �l�r :� :° ? ",j ;�' r• �, y x,? "ti r'��yv �!(w(✓C, YXIXy },?�K ,�'` h . /\ \' ................ a Q ,, y• l y <- �r ` y,S ' �` �. �\ Approved. ............... )� >:,. 1, `•t♦t?r vr��'�.{�C' '{r •^ j '� ���:R -,�,f'J�, Conditionally Approved.._.....\ K :[ �( t M. ` �" ✓ r .rr_ r'�y1( r nl.. ' , r x '<� rr Foo the PROPER'TY DATA nj� Y•',�XI ".� k ),!'ti }x+� x:) <�v��,r�M " :r 7�✓ :C ,!t .: -, " �CN +f,�✓/� xy�, �Y +��7n a' �., \\1� :� PERMIT NO S/rLaZ OZCrG�b/7' } r �A X \ ✓, �J .JaY !. <' ,.�� �,�\�\Z� k�t`'�!� !�♦ r�!,r t;� ;rC )ckrl ✓�'�.n'.',• J'�v �..'X,♦yt, x��y, ;.- i See �.,ee!to: f'olbw...................... I p ! xW :<%�i�Y, X r .%t R',}�R >' v ; r�r �" .iy✓`J:R✓r1rxll' � J�),/w, ,/y/,,�JC.Js, \. Aflach............_......... 1 Q " . r'•�' x , ��r ✓` /, .,� ��\tk), `•r) a \ �)�}. 1r•�••y�,A v'fy✓ [ J,' �. !.)�!Y'•` / Jo A C7 5 va -;/so" x`,[ "'Z"x a� Y ;;: 66 0• N ;�`, ' ; ; ,�. 1r,< >: ♦;;, u5;�K r•,,:� ♦*. Y, •.. < ) t'r'y --�--:_,=„ PROPERTY IS LOCATED NE 1/4 OF SEC. 14 T 2 .... r j��f ✓ vi \ i:� h ?s •�. X`v,r1 Yr { `J,r!x( ; .f. 1✓' J�?i`y `; "✓ )[' -' 1• Y\•Nv t`4( ,rY�'•vd^.„� ✓S �,t�x`` ,/y r: rl'�v1 \'\�` `, So R 1 ♦�, q , �x ,'� J� { \r ><: , , M CITY OF TIGARD .e., X, r} � �„� k•'`✓Nx, ('. / WASHINGTONCOj. NTY, OREGON. _ `� �` ' \, REV' -DATE BY TAX ,! f. '� �. * , 'r�' I �\ ;ti��, '\\� ;• "e, <�, ,�\' xxt✓ yah,r� �` 1, N` BASIS FOR ELEVA'ICION IS A CITY OF TIGARD \ BENCHMARK, A BRASS DISC SET IN 1- — ❑AI ” G _". 1. +.+k , "•'�• � ,�8 r`, r�N'C .hx }'r AY..�.K \~ ��,\ \ CONCRETE CURB AT THE SOUTHWEST 7;y`rl. ,[.r��rrl!n' x ✓ k,•Y ✓ W ;,..♦♦\\;��\ \ r - CORNER OF TH13 INTERSECTION OF S.W. } -!,Oyam 7,�rjr ). : r \,\'♦ -----.___ L---- yy 92ND. AVENUE AND S.W. DURHAM ROAD. 9,.. M•P{rt' Yl rt rit 4 j e� J v ti>\ c \` �2:�'+•, r 1° Las � %�\. .�yi! rklc v ,f� ,\ \\'�'�'\\'�+`;`�; ---- ---�-------.—.__ _ BENCHMARK ELEV: 19933 FEET I —� I I PROJECT NO. 11� I PN1712 SCALE.• 1 "---JO' D I 05-29-02 CITY OF TIGARD 30 ....(I IGNED JBR Approved.. ........................... ..............1 U 30 ....... INEER JPR — ,. Conditionally Apprjved.................................... ----- 1---------- 4/ For only the wo scribed in- CHECKED I BCDPERMIIT NO V17 - `� See L�etter'1y: Follow.. . . -Attach . - job 6ddre ' j SHEET TITLE COVER SHEET NUM BER----- -- Durham Rd.9000 PLM2002-00230 co L— — --- --_— _—..—---- — — ----- — __ —-----— __ _-- --- --- - mr +Itl�'�!l.,:.... ,.. ... ._ .. _ - .. _ .. ���,�s�s�ra>setw.vr�,,,:, __..- .,.r,.�••e,.�-r,... -- ..,., ..... ... ,., NOTICE: IF THE PRINT OR TYPE ON ANY III I l r I I I I I I IIIII III III I I I III III I I I I ' I I III III III ' I f l l l l I I III III III III I I ' ' I l l j l l l I I I I I I III III III III Ili I I III I I I I I I I I I III III 11111 11 III III I ; III I IMAGE IS NOT AS CLEAR AS THIS NOTICE, � - -- -L - -- --- - ,- - ----___ -� -- ------1--- -.__.._ -`_�-------- ----�-------- -----1--- - --_. _ _L - -------��------ -- _ - -- �_ ---__—� _. .----- .. , IT IS DUE 10 THE QUALITY OF THE No.35 ORIGINAL DOCUMENT E 8Z 8Z LZ 9�� ,t}ItZ 1: Z TSI 0�, 8 [ Ll et 51 fit >i1 Irl. tt II i 8 I TT8 TG 9 I �9 (fi S �Z �i7iY13N IIIiI IIII llll�li�llllll IIIIIIIII 9Z IIII Illllll�ullll .... .II�I IIII 8t IIII�IIII Ills IIII IIIIIIIII�IIII�IIII IIII IIII IIIIIIIII IIII�IIII '.II IIII Illl�llll IIII�IIII Illl�lllf llll�llll llllllll IIII�IIII lillllllllllll liallllil�llll llllll!1111111�I11111111ll1�ll 111111�111II,IIIINII a d U J o cv o cr 6 5 Y � iV > Y TOPOGRAPHIC SURVEY LEGEND: STORM DRAINAGE:_Li U c °' J ` ___ 6 0 o w TIG z zoo a o o c w o�n ARD HIGH SCHOOL BALI_ FIELD. 1 1 t;"X24" CATCH BASIN � r i c' a `� Q a�Z,, , �- LOCATED IN THE NE 1 j 4 OF SECTION 14, TOWNSHIP 2 SOUTH, RANGE 1 WEST Of �' - SEE STORM DRAINAGE MH TABLE O rp u RIM = 1$5.91 _ o ,ati "' 1n n ''' 9 '9r THE WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON �� - EXISTING STORM DRAIN MANHOLE OIL SUMP TYPE - _ �� SURVEYED: FEBR!)ARY 26, 2001 v 2 18"X24" CATCH BASIN c Q a x - EXISTING CATCH BASIN O RIM = 185.72 Q w CO. Cbl -- - r -6EXISTING FIRE HYDRANT OIL SUMP TYPE Q MANHOLE V) • .: �� ; 5 j�� 07 � ® - EXISTING WATER METEr. JRIM - 185.63 3 ` °/ WATER- �� - EXISTING, WATER VALVE IN(N) 10 CONC =-182.65 (� o GOAL POST Tt. WATER pp TAUT f \ ,;,;. �`� IN(NE) 12"GONG - 1$2.66 p u, MOUNT HOLE. ih • I VAULT Op - EXISTING FIRE DEPARTMENT CONNECTION OUT(S) 12"CONC = 182.54 - Cn N w • iF 1 �` \` •..,;%j/, SVO - c 4 18"X24" CATCH BASIN 1 1 Z WATER 1 ELEC EXISTING SPRINKLER VALVE(S) RIM = 185.47 °� °' z FCUNTAiN 5 � 2 / VAULT (.� ///, rr-rr - EXISTING SCORE BOARD 2" PVC IN FROM WATER FOUNT,�.1�1 `�' �� %'if�•�,. OIL SUMP TYPE ! t , SPRINKLER EXISTING STADIUM LIGHTS � 2 �. > , O CATCH BASIN z L J � - -- - EXISTING CHAINLINK FENCE RIM = 186.69 a . 4 ` . OIL SUMP i Y --12" SD--- - EXISTING STORM DRAINAGE LINE 3 S�OPE=N1.5%I SLOPE-N1.15% ' :' '% i O6 4X4 CATCH BASIN _ ° �' w - EXISTING WATER LNE RIM = 187.17 FLOOR DRAIN (ONE sTORv CINDER - EXISTING ASPHALT 7 F.D PROF LAWN 1 I U �) HUILDIN� i;iBASIN CATCH 85 3 \���('NG I NFA �� %' % 'i ° '• - EXISTING CONCRETE �`'14,054 ='i/�%'''.• >...; IN(N) 6"PVC = 183.97 • I %" f / - EXISTING GRAVEL - I � . . ;/�i• ���'" '',. IN(SW) 6' PVC - 183.43 WA TER' i%"i/, — OU 12 CONC 183.28 SPIGOT %i'/ / �' i'' ) OREGON '. .ti N .. • ,** %'�!j% % %. �8 MANHOLE 9�� 2 • ��// ,,// //�f, RIM = 188.41' - N R w ,,/;:'//i•,f o IN(E) 8 CONC - 182.98 -P. •' oBASEBALL SOIL p / ��';ia a INN 10"CONC = 182.98' XP : / "l%/�'%:r r.. w N IN(N) — EXPIRES 12/31/02 \. -_jINfIELD �: n OUT(S) 12 CONC - 182.86 ^fin 4 1=-- -- `�;�`•'�/,i, x v' 9 MANHOLE --- - -- 2 ►_ 4 m a o RIM = 182.78' X . �.//' ul IN(E) 8 CONC 178.90 C I W -EDGE i' i �'%�'i uj m IN(N) 12;;CONC = 178.13' N 1 /�r;��/i o z IN(S) 12 CONC = 177.9804 z LAWN \ %��%i�i': z p n L� rn 4 2 3 BASIS OF ELEVATION ELEVATION DATUM: CITY OF TIGARD • N STAIRS BENCHMARK: FOUND 3 1/2" BRASS DISC SET IN CONCRETE CURB � DOWN _� ��//', /�. 1 : ` 0'- �//. LOCATION: AT THE SOUTHWEST CORNER Of THE INTERSECTION OF _e----� S.W. 92ND AVENUE AND S.W. D:,2HAM ROAD. f= d CO I`_ .. • . ELEVATION: 199.33 FEET cn I /�f J-90X 7 � , ; ' , U111-1TY STATEMENT Q 0 • --� ° THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ` t 16 .95 sv / READILY IDENTIFIABLE FIELD INDICATORS AND EXISTING DRAWINGS. m THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND ' •a, 8 ° UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE ARCA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WA 'RANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE 3 y N EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY v " ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION � co . _ ,rt° ro`O AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES AND NO UTILITY LOCATES WERE PERFORMED. Q I t ' LAWN \ I � ,'.' .• _.•- ._ •• WATER .;� DEMOL�11 Q T- ` SPIGOT / ON NOTES: /\R/ �-- REMOVE EXISTING CATCH BASIN. F o J • ~ vJ O REMOVE EXISTING STORM DRAIN PIPE WHERE SHOWN W/ HATCH ON o - (ONE STORY CINDER- THIS SHEET. NOTIFY THE ENGINEER IMMEDIATELY OF ANY ADDITIONAL z BLOCK BUILDING) LATERALS FOUND IN FIELD THAT ARE NOT SHOWN ON THE PLANS. IF UNKNOWN LATERALS ARE FOUND, LOCATE THEM BACK TO EITHER '° z I i U THEIR SOURCE, OR A MANHOLE, WHICHEVER COMES FIRST. ° ' Q GOAL POST MOUNTING SLEEVE. PROTECT AND ' :: •� . � � � REMOVE EXISTING r STORE EXISTING GOAL POSTS FOR USE WITH NEW FIELD. ~ • LAWN ° / - �� s�, �° X85 SEE SHEET C6 FOR DETAIL. I 88 I ���p�F / 14 REMOVE EXISTING VALVES, AND ALL ASSOCIATED Q ° IRRIGATION SYSTEM. (WITHIN AREAS OF WORK) 0.80 �_� CONTRACTOR SHALL COORDINATE RE-ROUTING OF •" F CONCESSION STAND IRRIGATION SYSTEM IF MAIN LINE FOR OTHER FIELD090 S �] (ONE STORY CINDER- •, 187 1'8� ° BLOCK BUILDING) AREAS IS PRESENT WITHIN AREA OF WORK. ' /0 � REMOVE= EXISTING STORM MANHOLE AND DISPOSE ~''� REV. IJATE 3Y \ OF OF-F_SI 1 E. --- - -- - ° ° i _ I �A� ® RELOCATE EXISTING NATER METER. LOWER TO - �� 186 �ro ° �j6 \ MATCH FINISHED GRADE OF PROPOSED WALKWAY, I a \, SEE SHEET C5. GOAL POST � KEYSTONE - -- 8 7 DIRT INFIELD TO BE REMOVED WITH THIS PROJECT, �-- --�----- O MOUNT HOLE WALL -.: - CHAIN LINK FENCE O v� REMOVE BASES AND HOME PLATE RE-INSTALL - -----�- -� -- - 185 ON A5 LOCATED ------L_ ��_ IDS _ \ SHEET C3 PRIOP TO PROJECT COMPLETION. N ��� �� 185 `--- FdlU CAP AND REMOVE EXISTING WATER LINE AND DISPOSE OF OFF-SITE. CONTRACTGR SHALL COORDINATE WITH THE SCHOOL -'�'-� 184 ----- -` - -�-• TO ENSURE NO CI�RRENT USERS ARE CONNECTED TO THIS LINE. PROJECT N0. �'/ r- `------_��`- NOTIFY THE ENGINEER IMMEDIATELY IF THIS LINE IS NOT ABLE 10 -�� __--_____•- _-182.------_-__ _.-_._ _-_.__-__._----- --`��- BE CAPPED AND REMOVED. DPN�71Z 0 DA-TE` I 05--29-02- �� DESIGNED I JBR - E.` GINEE�R1`JPR CHECKED I BCD --R• SD _�-- SHEET TITLE - - pC7 N SCALL:- 1"—,30' EXIST / DEMO N 1 GU 1 `.MILE f NUMBER J � 30 15 0 30 l I ----� — — — — —`-� - urham Rd.2-0 23 0 FLM2002-00230 cl - — ---- — _.— _ --- 2 of 6 NOTICE: IF THE PRINT OR TYPE ON ANY I I III III III III III 1 1 1 1 V I I I III III ! i l III III III III III III III I I III III III III I I I III III I I III I I III III III III III I I I I ! III 1 1io I6JIMAGE IS NOT A;5 CI F_AR AS THIS NOTICE, 1LL I ITIS DUE TO THE QUALITY OF THE No 3e ® -�•r•�,^ t•�` T,,,,,. ORIGINAL DOCUMENT - -- -- - ---- ---- - .__ . .__.- _-- f; 67, B7, LIZ 9Z Z 61l7, tv1� �ti iZ OZ 8t $t LT 19t Sit >bt Et ,T I tTt t - 8 8 L 9 4 ib E �, tanuw1 IIII IIIIIIIIIIII IIII IIIIJIII'IIIJIIII IIIIJIIIIIIIJIIIIIIIIJIIIIIIIIJIIIIIIIIIJIIIIII!IIJIIIIIIIII IIII�IIIIJIIiI III III II IIII 1 I llllll I I� � III IJI IIII IIIIIIIII IIII�IIIIJ,IIIf1111 I I I� oo�� � I IIII II�IllIIIII IJlllllll 11 IIII�I III�II ll II I ll.l Ulllllllll�llllll � 1��IIIIIN111 .� N 0 0 a) N 0 Z rn v, t; U �\ O O 5 \ d �� \ C 3 co° c° �� LEGEND= LL_ a O N 1 PROPOSED 9 GA. 13LACK VINYl. \ t 1`) - SEE STORM DRAINAGE: MH TABLE � - o COATED .O.HAINWNK+ 10'o'-p.. '�rA;T';E ,(2) a� \ - X o 6 ti r 0J EXISTING STORM DRAIN MANHOLE � o ■ TQC Kl_ 6A'Ii, ' 20 \ _ EXISTING CATCH BASIN 0 LO rn N \ w EXISTING FIRE HYDRANT FB - EXISTING WATER METER t w b. W — ■ 6 - EXISTING WATER VALVE V) o t I u7 u7 z ' �j�,, /;, i �p - EXISTING FIRE DEPARTMENT CONNECTION a EXISTING SPRINKLER VALVE(S) IN���" EXISTING SCORE BOARD '., wyx y '��x • p' �,' EXISTING STADIUM LIGHTS QED PROF ,' X * �xrk; u \ ✓%i/ i � � ',• - EXISTING CHAINLINK FENCE �NGIN£F� ,' „ F . :,,',/ •�i s:,/: 14,054 9 r x;, '' %��;�<,a;�� i;. --12- SD-- - EXISTING STORM DRAINAGE LINE EXISTING WATER LNE OREGON u(w EXISTING ASPHALT cm t �'? >: ',' '/;;• - EXISTING CONCRETE EXPIRES 12/31/02 EXISTING GRAVE 1 kY ,,l�/i•' f'; - PROPOSED AT-GRADE CURB --------w-- -f-- �"_-_.. x•�` ,i�� jrii% _ _- - PROPOSED BURIED CURB IK PROPOSED RETAINING WALL N \ .' f ktX� 4 . - PROPOS rn -'�`u'� 4 � r �•; •� / ED CATCH BASIN � — �,y PROPOSED STORM MANHOLE 9 "r' I � � �� X. ?`,4.•. � /,% - o - PROPOSED STORM CLEAN-OUT ri O I r11 �, a 367 I i I /,i I z PROPOSED FENCE - PROVIDE SLEEVES IN CURB REFER TO SPECS FOR FENCE INFORMATION - '} x - { / SUBMIT DETAILS FOR APPROVAL PRIOR TO CONSTRUCTION. f H Y. PROPOSED PREMIUM ARTIFICIAL TURF W/ E-LAYER V) G7 sv PROPOSED PREMIUM ARTIFICIAL E­ LAYER x 4 ''y` nx�'k'' cr- �' Q //%r.'!%i / - CIAL TURF W/0 E LAYER •� PROPOSED BUDGET ARTIFICIAL TURF - W/0 E-LAYER o PROPOSED ASPHALT 2 PROPOSED BRICK WALKWAY 3 co) // U _.._.�.._* O 4. SITE INFORMATION: ❑1 PROPOSED AT GRADE CURB � YX/ •.X , �,� , • '� I ❑2 PROPOSED TURF SURFACE AS NOTED IN LEGEND .e I� PROPOSED CONCRETE RETAINING WALL I o •' ?' Y''' _ ❑ WITH 3' HANDRAIL INSTALLED ON TOP OF WALL. --j > ; h ,. (WALL STYLE TO MATCH EXISTING CAST IN PLACE WALL) o ;' r'`�' 'L� Vis,, ;. ❑4 PROPOS:-D RE-GRADED DIRT BAE� ) AREA (W/ DRAINAGE) Z r I� ❑5 WIDENED SIDEWALK - EXTEND TO PROPOSED RETAINING z / - N Q ' WALL PATCH WITH ASPHALT CONCRETE STRUCTURAL � 3 ` -"`-- y`' \ SECTION TO BE DETERMINED. Q .CONSTRUCT BRICK WALKWAY I G ❑7 FIELD GAME LINES FOR FOOTBALL. TURF SURFACING I BY SEPARATE CONTRACT, N.I.C. •.•. � I o 1 ,; 8 NOT❑ USED '...." �_... ❑ 9 BURIED CURB WITH NAILER STRIP AT DIRT/TURF TRANSITION • i SAW41\ •••. \ / [1 0] GOAL POST ANCHOR. REFER TO SHEET C6. REV. I LATE • 1••$Y d' 1'o' 11 FIELD GAME LINES FOR BASEBALL. TURF SURFACING I I BY SEPARATE CONTRACT, N.I.C. 7 10 1 0 - o I `~ 226.331 --- KEYSTONE WALL GENERAL NOTES_: REFER TO GAME LINES LAYOUT DRAWING FOR FURTHER INFORMATION. I I PROJECT NO. DPN1712 0 RATE I 05--29-02 DESIGNED I JBR ENGINEER i JPR 0 CHECKED-i. BCD --- SHEET TITLE ------- G SCALF 1"-30' SITE PLAN 30 15 0 ,310 SHEET NUMBER ----- t - J Durham Rd.9000 PuM2002-0023') C2 _. — --- — ------- — — —_ 3 of 6 NOTICE: IF THE PRINT OR TYPE ON ANY (I I I I I I I III III IIIIIIIIIIIIIII I I I I I I ( I I I I I IIIIIII IIIIIII _I _LI_I_I_I I_I I_I I I I_I I I I _III IMAGE IS NOT AS CLEAR AS THIS NOTICE, 2 jl6 k041 DUE TO THE QUALITY OF THE s� (i I��lll£llil�lll�llllll�ll8l�llZilil�il+LIIZI II!�II8II((I�IIIIII+,IIIIIIII!6II�IZI�III (I£IIIZ III I VIII tiIIIIIII II�IIIIIIII,�IIeII(It�IIIf1l I 91 IIIII 9I IILLI►I�I I I IItIII►I I II II►I� IIIIIIIIII►III I�llIlllll IIII�I 116-I 1I-\,� 9G'[ORIGINALDOCUMENT t OIZ9jZBII(III�III��1� I I I I I I I I I I I I JlllUllll1.111111111.1Ill ll .' I � , LWlllWllllll�llU�l!111 111 1� , 0 r N G 0O N > U N rn 1 7 a c rn V) CONSTRUCT STANDARD CLEAN--OUT Z 0 It . k RIM: 19; X00 CONNECT TO EXISTING 6" STORM O r IE: 18,,.45 INSTALL "BAB`r o U DRAIN W/ 42.9LF 6" SD TO 10" MAINLINE - i 0 LYNCH CATCH BASIN ® S = 0.5%. VERIFY LOCATION AND ELEVATION I RIM: 186.87PRIOR TO CONSTRUCTION. NOTIFY TN,E ENGINEERo x of a IE. 185.37 IMMEDIATELY OF ANY DISCREPANCY. +, w W/ 104.5LF 6 DI SD ® IE185.75 IE: 184.66 L- �L c INSTALL AREA DRAIN Z a. U S = 0.68% TO � � CONNECTION W/ EXISTING IE185.90 RIM: 1$5.95 z a z IF.1$5.60 IE186.05 IE: 184.51 _J CONSTRUCT BURIED CLEAN-OUT � v • lE185.83 IE186.13 II _ - RIM: 186.32 IE186.20 `� _ _ IE: 184.95 - v ►n `� c , -- co IE185.51 W - IE185.46 � W W ■ LOCATE EXISTING WATERLINE SERVING ( IE185.41 ,�� v7 O V) WATER FOUNTAIN. CONNECT `IE185.98 w PROPOSED WATERLINE AND / \ \_ \ \ IE185.36 p ,n u7 z � a J ROUTE AS SHOWN. PROVIDE SHUT-- ��----�-- SUBGRADE / /' \ SUBGRAD \ ��` \ IE185.30 a OFF VALVE (TO REMAIN ACCESSABLE) ' � � 1 AT POINT OF CONNECTION. /S=0. 7%/ / /I \ �\ S=0.7% --- - \ � � \ IE185.25 VERIFY LOCATION PRIOR TO / / / \ \ \ \ INVERT ELEVATPN TABLE LEGEND: CONSTRUCTION, NOTIFY THE ENGINEER r' '� / `\ PRp�F IMMEDIATELY OF ANY DISCREPANCY. % / / / \\ \ \ \ IE185.19 1 185.40 7 184.96 �1 - SEES �� I N `sf i \ IE185.14 O �.� TORM DRAINAGE MH TABLE \� Nv EF /p /off �Q��� • ' / 1` i / ' � � \ �\ \ � \ 2 185.33 8 184.88 ❑ - � � �14.05 � 9 \ i O O EXISTING STORM DRAIN MANHOLE /15.00 i / \ 5.00 IE185.09 O a v (TYP)j / \ \ \(TYP) \ / 185.25 U 184.81 - EXISTING CATCH BASIN OREGON IE185.04 O 185.18 10 184.73 -6- - EXISTING FIRE HYDRANT c__ "I Vey �� IE184.98 5 185.10 11 184.66 - T 9T'yq O EXISTING WATER ME ,ER T� P. EXPIRES 12/31/02 IE184.93 60 185.03 12 184.58 e - EXISTING WATER VALVE I TYP .43 j `^1�1 13 184.50 �' � N EXISTING FIRE DEPARTMENT CONNECTION IE184 8,,5 DV - EXISTING SPRINKLER VALVE(S) - EXISTING SCORE BOARD SUBGRADE �Q�/ s' I N _ , �\ CN INSTALL " PVC SCHEDULE 40 / /S� / / \ -�--�- \ . / S /� e Q / QS GS - - EXISTING STADIUM LIGHTS WATERLINE AT A MINIMUM OF 3' COV / UBGRADE j \ SUBGRAUI\ \ / 4�'`� ER. ) \ / /�=0.7j / / / I \ \ S=0.7% \ / 5�oc �' ,� cam; -o----- EXISTING CHAINLINK FENCE 0 --12" so- - EXISTING STORM DRAINAGE LINE ri Q�Q1SUB-GRADE 1a'00 / - EXISTING WATER LNE Q RIDGE LINE \. s\ \ \ ,��/�% i (TYP) +• v. i GF.,`{Q /IE186.25 �i0 \ i j / - EXISTING ASPHALT (TYP \ O\F \ / �/ - o�/a' / ) S \ \ 2 ' 4 ! 6� 8 / 10 12/ 13 -- EXISTING CONCRETE INSTALL HOSE BIG. CONTRACTOR � ' / �, �\ / \ �o��p \ / a f- - j - EXISTING GRAVEL m SHALL PROVIDE FREEZE RESISTANT / �,P/O / / \ \ �� \ / o` CASING FOR ABOVE GROUND WATER -, 'n r y�\� O� / / �_ , \ / ,< i CONSTRUCT BURIED CLEAN-OUT - �• m / / \ F PROPOSED AT-GRADE CURB Z RIM: 185.57 0 PIPE AND HOSE BIB. �, \ ° / % .. II / 1 • ELI II /c, / , / \ �. \ bO O I I - IE. 184.03 - - PROPOSED BURIED CURB z LO 15.00' \\ \ / \ \ o \ I � ;: W/ 11.3LF 6" SD �� _ �l. vvMi 9 • '' PROPOSED RETAINING WALL 15.OG` \ \ \. f jr ® S = 0.5% TO W � ® / / (TYP) j \ (TYP) \ \ II \ \ \ \ j�/ MAIN 8" SD - PROPOSED b ro � `n o / / \ �\ \ \ \ \ /� OSED CATCH BASIN N / \ \ ® 1 \ 3 5 \ 7 \ 9 11 �'�` /" ® - PROPOSED AREA DRAIN O rn / \ \ %''�i�i i',• . PROPOSED 12" WIDE AdvanEDGE STORM DRAIN C, ' � j / / \\ \ S \ 15.00 \ \`� \ \(TYP) \ \ \ �% �� - PROPOSED STORM DRAIN '- 0 \� \ 0�90 \ OD - PROPOSED STORM MANHOLE -/ PROPOSED STORM CLEAN-OUT � ' J � - PROPOSED HOSE BIB / US BGRADE/ / /1 \ \. SUBGRADE \ \ \ \ 'F'O o . / S=0.77. / / \ S=0.7% --W - PROPOSED WATERLINE SUBGRACI� \ � I N S=0.7% \ 4 1�O� IE154.86 ® - PROPOSED ASPHALT z IE185.43\ J (TYP IE1134.91 9 ) I T NOTES: �^ IE184.96 1 ALL MAINLINE STORM PIPE ENLARC�iP: •/v �, \ \ { > ) f, CONNECTIONS ARE TO BE o >�.o \ \ I a v I = ECCENTRIC CONNECTIONS. Q i � O� ,, \` A�\F \ I IEi85.06 ~ I /IE186.25 \ \ \ IEl85.10 \ \ IE185.13 � IE185.18 -- ,z �SYB�GRADE/ / \ \ SUBGRADE \ \ IE185.23 REV ---DATE E•!Y \ 6, 0 I I N j / 5.00' i 15.00 --L-- -- O j / (TYP) i� \ \(TYP) \ N O / W IE185.28 LO IE185.39 IE189 44 / 182.4LF 12" SD ® S = 0.5% (TO MH) �'IE185.49 i I IEJ85.55 • 5°f INSTALL L IE185,. 0 AREA DRAIN PROJECT NO. 1 RIM: 185.70 ©E -• IE: 181.50 DPN1712 W/ 6.9LF 6" SD TO 12" MAINLINE ��'- r (�S =, 1.0% DATE 05-29-02 _ I `i 1ry� CONSTRUCT ,STANDARD MANHOLE OVER �,ONSTRUCT BURIED CLEAN-'AUT DESIGNED JBR _ EXISTING 11 STORM DRAIN. RIM: 186.45 ENGINEER JPR-- RIM: 188.50 IE: 182.59 ER ^R y 1?_" IE (IN): 181.18 �� •�■• _CHECKED BCD - VERIFY �+ I- 12 IE (OUT): 180.98 VERIFY '.00ATION AND ELEVATION PRIOR TO I CONSTRUCTION. NOTIFY THE ENGINEER o IMMEDIATELY OF ANY DISCPREPANCY. ';FILET TITLE ---- --- SITE U 1 iLI*IY , tiEE T NUMBER-- tz� 15 0 30 -------- ---- ______--.__� Durham Rd.9000 PLM2002-00230 4 of 6 C4 NOTICE' IFTHEPRINTOFITYPEONANY ill III SII III III III III III ill III III I�IIIII 111 '111 III III 1111111 III Ili III III III III III III III SII III III Iii III III IIIIIII � IIIIIII III III Ili � lll 1111111 111 ) 111 VIII I / IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I I I I I I I ! I II I I I I I I I I l _1--- IT IS DUE TO THE QUALITY OF THE N 38 ® -'-"--• �, jwi�jsvi­ ORIGINAL DOCUMENT � --- -EL Z i 9 Z Z 61z EZ I Z I�Z U Z 6[ H i L? 91 I SIT fi� 6L 8i tluMilii iliiiiiIIIIIi1�Illllllll IIII�II' illi III III SII SII III ��►� 11 Iti�� I IIIIIII�IIIIII I I � III I IIIIII� III�IIII�IIII�III I � II �Iilllll I il� 11►IIIII�I�llil►II�II�Iillll ► � IT� 5 II i IIIi1111111�11i1(l►Llllllll 1 I 1111111 IIII�IIII ►111 llll�llll ►fill f TT 1111,.111111 111�Lll11111f ll)�il I II�� I � I I d '1 N O •• 0 NOTE: TAPER PAD AND WRAP TURF OVER ANGLE BOTH ENDS OF FILTER FABRIC n NAILER AND SECURE W/ STAPLES. FENCE TO ASSURE SOIL IS TRAPPED U N ARTIFICIAL TURF r- 2"X4" POLYMERIC PLASTIC BUDGET TURF W/ NO E-LAYER A-4 - _ (E-LAYER NOT SHOWN) NAILING STRIP ATTACH TO CURB WITH 1/4"X4" 1/4"-0" LEVELING COURSE SIMPSON STRONG 1lE #CSD25400 OR APPROVED EQUAL. 1/4"--0" LEVELING COURSE INTERLOCKED 2"x2" PCSTS 1__� �� - SURFACE AS SHOWN R_1„ TURF BACKING SHALL BE ATTACHED TC NAILER AND ATTACH NOTES _ O w S-AS R-1 _ " 1.5 -0" BASE ROCK - R=1.. -- 1.5"-0" BASE ROCK _ LQP- - �, MAY BE USEa c u, Q SHOWN_N STRIP AT NO LESS THAN 4 O.C. FILTER = 1. BURY BOTTOM OF FILTER FABRIC 6" ° it =AS SHOWN FABRIC VERTICALLY BELOW FINISHED GRADE. LSHORT TERM ° x Q - R=1 I-6'�--! MATERIAL „ =AS SHOWN - =AS SHOW /\\\\ 2. 2"x2" FIR, PINE, OR STEEL W/ UTILITY FENCE POSTS. WORK AND W/ � I z a. ul 2"X4" POLYMERIC PLASTIC NAILING ;.'y;�':: ; - . i III-I - ��\�/�\\ _. PHASING OF - =-Jr-11=� I i,\// / I 3. STITCHED LOOPS TO BE INSTALLED - � STRIP. ATTACH TO CUFc6 WITH 1/4"X4" 12f. TURFACE AMENDED TOPSOIL ��- - ��\\\\\� DEVELOPMENT. p / /� / o UPHILL SIDE OF SLOPE. (� SIMPSON STRONG TIF #CSD25400 ° - - - - \ _� 4. COMPACT ALL AREAS OF FILTER FABRIC W � OR APPROVED EQUAL. TURF BACKING l/\/\j�//�\ ��\\j l U /\\ I Q o SHALL BE ATTACHED TO THE / // / / /, TRENCH. - w TOP OF THE NAILER STRIP AT 8 REFER TO STORM PLAN �\�\�/\�/\�/��/\�/�\ �\\� � { �' N w FOR DRAINAGE LOCATION AND ;/ x�/ ,� z NO LESS THAN 4" O.C. SUBGRADE SLOPES. ALSO REFER -� //\/� /�/�\/��/�\ /�/ \\/�� CATCH QABN N I z \� w �• - TO THE DRAINAGE SECTION WHERE \/�/�/�/� W � 6 CROSSING DIRT DETAIL THIS SHEET. �/ S=AS SHOWN MIRAFI '40N - CONSTRUCT CONCRETE CURB MIRAFI 140N FABRIC 0 w S=AS SHOW 0 � In z Ir FABRIC CONSTRUCT CONCRETE CURB i z STORM DRAIN SIZE _ � � � AS NOTED 12" WIDE ADS AdvanEDGE A - PERFORATED DRAIN BURIED CURB AT TURF DIRT_TRANSMON " 1 - PIPE FILTER FABRIC MATERIAL 36 WIDE ROLLS y AT GRADE CURB EXISTING PIPE QED PRMAW OFFS CONCRETE CURB NOTES (TYP) �' , `� "�F,p'�/o 14,054 1. CONSTRUCT CONCRETE CURB HAVING BREAKING ! STRENGTH OF 3000 PSI AFTER 28 DAYS. o \\ OREGON � 1 2. EXPANSION JOINTS. \,� ,\\/����,:�,�/���//�.//�/�\\\��%��%, m w lb -Z' G Y A. 70 BE PROVIDED: 1 26, �P 1) AT EACH POINT OF TANGENCY OF THE CURB. DITCH BOTTOM ��'�` P. R�\ 2 AT EACH COLD JOINT. 6' MAX.-- 3) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. C EXPIRES 12/31/02 -S_AS SHOWN _ - 3. CON ,RACTION JOINTS. A. SPACING TO BE NOT MORE THAN 5 FEET. BEAM _ A-A II-I�� IIIr��;III-III- TURFACE AMMENDED�- TOPSOI 12" MIN. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. SEDIMENT FENCE INLET SEDIMENT BARRIER �Aj2" �\S (TYPH �WN\�\`/ N.T.S. N.T.S. CN 8 MIN\ \\/\� MIRAFI 140 N FILTER FABRIC STORM DRAINAGE GENERAL NOTES 3/4"-0" CRU5% P NOT MORE THAN 5% PROCK. �/� OR APPROVED EQUAL. 4" MIMIMUM E-LAYER / 1. LOCATION' OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE ASSING PROVIDE 6" OVERLAP OF GRAVEL TRANSITION CONTRAUTORS RESPONSIBILITY TO FIELD VEF '-Y DEPTH AND LOCATION OF' EXISTING THE 200 SIEVE. FABRIC ON ONE SIDE OF PREMIUM TURF SECTION UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES 12" WIDE ADS AdvanEDGE TRENCH DO NOT OVERLAP PREMIUM TURF SECTION IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. PERFORATED DRAIN PIPE OVER TRENCH W/ E-LAYER 4" W/O E-LAYER UNDISTURBED SUBGRADE ; , y, ,7 , , , 2. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF WyyO.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND Q ~ DRAINAGE SEC110N WHERE CROSSIIW.a DIRT' - � TRENCH PROTECTION of WORKMEN. N.T.S. J z 4 EROSION CONTROL NOTES � o - d 'C C l a CONTRACTOR SHALL. INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING ir U) CONSTRUCTION (ANY TIME OF -THE YEAR) PER THE "EROSION PREVENTION AND SEDIMENT CONTROL O PLANS TECHNICAL GUIDANCE HANDBOOK" DATED FEBRUARY 1994 AND UNIFIED SEWERAGE PT CH R&D � AGENCY'S DESIGN AND CONE;TRUCTION STANDARDS, , AER #8. \\/\\ \\�\1 F 2 APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN f- L sAPPROVAL OF PERMANENT ROAD OR DRAINAGE DES I. i T SPECIFIC WET WEATHER EROSION CONTROL MEASURES K��j�/\�j�/N\�j��/�\/��r/�\�j ( E SIZE AND �ocA .lor, OF ROADS, I PIPES, RESTRICTORS, CHANNELS RETENTION FACILITIES, UTILITIES, ETC. ), ►- I • GROUND SURFACES EXPOSED DURING THE WET SEASON (NOVEMBER 1 THROUGH APRIL 30) � o SHALL HAVE '_MPORARY GRASS COVER MEASURES FULLY ESTABLISHED BY NOVEMBER ! OR TRANSITION DETAIL FOR 33oz FOOTBALL TO 33oz BASEBALL 3. THE IMPLEMENTATION OF THESE PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND J OTHER COV 'I MLASURES WILL HAVE TO BE IMPLEMENTED UNTIL ADEQUATE GRASS CGVER,AGE UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL. O IS ACHIEVE;- TJ ESTABLISH AN ADEQUATE GRASS STAND FOR CONTROLLING EROSION BY CONSTRUCTION IS COMPLETED AND APPROVED BY THE UNIFIED SEWERAGE AGENC NOVEMBER T !S REY (USA) AND 0 COMMENDED THAT SEEDING AND MULCHING OCCUR BY SEPTEMBER 1. VEGETATION/LANDSCAPING IS ES TARLISHED. THE DEVELOPED SHALL BE RESPONSIBLE FOR u MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. 2• HYDRO'AUI_CM ';.;i:��LL BE APPLIED WITH GRASS SEED AT A RATE OF 2000 LB./ACRE. ON zI SLOPE.'-.i S-'TF."Y 4 THE BOUNDARIES OF THE CLEARING R THAN 10 PERCENT, HYDROSEED AND MULCH SHALL BE APPLIED WITH A _IMITS SHOWN ON THIS PLAN SHALL. BE CLEARLY FLAGGED BONDI Ali; A::StN T BUr'.DER). APPLICATION RATE AND METHODOLOGY TO BE IN ACCORDANCE IN THE FIELD PRIOR TO CONSTRUCTION, DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE a WITH SEDIMENT FENCE NOTES BEYOND THE FLAGGED CLEARING AREA SHALL BE PERMITTED. THE FLAGGING SHALL BE � '.`af�C� SUI-'�-I.ILF, .;ECOMMENDATlGNS. - MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION. � 3. DR-Y', LCC)`:lc, WE:s=.D-FREE STRAW USED AS MULCH SHALL BE APPLIED AT DCUBL.E THE I 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT 5 THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL a Hl'OF`r.NU'GH APPLICATION REQUIREMENT (4000 LB./ACRE). ;,NC;HOR STRAW BY WORKING IN CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT � BY .AND OR WITH EQUIPMENT (ROLLERS, CLEAT TRACKS, ETC.). TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHE14 AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE Q �i JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER APPLICABLE WATER STANDARDS. ' I 4. l�il!' `;H SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. F ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND5. ... BOTH ENDS SECURELY FASTENED TO THE POSTOR OVERLAP 2" X 2" ;71L PREPARATION - TOP SOIL SHALT_ BE PREPARED ACC,7RDING TO LANDSCAPE PLANS, IF , 6 THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED ASNECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. _ AVAILABLE OR RECOMMENDATIONS OF GRASS SEED SUPPLIER. IT IS RECOMMENDED THAT POSTS AND ATTACH AS SHOWN. SLOPES BE ROUGHENED BEFORE SEEDING BY "TRACK -WALKING," (DRIVING A CRAWLING 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM ��F REV. I DATE_ BY UT' TRACTOR AND DOWN SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO 2. THE I ILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. L_._- '.3LOPE CONTOURS) OR OTHER METHOD TO PROVIDE MORE STABLE SITES FOR SEEDS 1-0 REST. CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A --j 6 SEEDING - RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS. MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE SYSTEMS SHALL BE CLEANED I _ SIMILAR MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF MINIMUM OF 24 INCHES. PRIOR 1-0 PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO APPF'OVCD BY JURISDICTION. THE DOWNSTREAM SYSTEM. 1• DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): S. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 9. STABILIZED GRAVEL ENTRANCES SHALL BE CONSTRUCTED AT THE BEGINNING OF CONSTRUCTION i I INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE AND MAINTAINED FOR THE DURATION E PROJECT. ADDITIONAL MEASURES MAY 3E REQUIRED I DWARF PERENNIAL RYEGRASS, $0% BY WEIGHT INSTALLATION, SHALL BE BACK FILLED AND COMPACTEDALONG THE CREEPING RED FESCUE, 20% BY WEIGHT APPLICATION U ATION OF THE _l_.^, TO ENSURE THAT ALL PAVED AREAS ADJACENT TO THE PROJECT ARE KEPT CLEAN FOR THE � I I RATE: 100 POUNDS MINIMUM DURATION OF THE PROJECT.PER ACRE ENTIRE DISTURBED AREA. 2. STANDARD HEIGHT GRASS MIX ANNUAL RYEGRASS, -- 10. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT �I_---- -�-40% BY WEIGHT TURF-TYPE FESCUE, 60% BY WEIGHT 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE SURFACES ARE COMPLETED ANC/OR VEGETATION IS RE--ESTABLISHED. APPLICATION RATE: 100 POUNDS MINIMUM PER MANUFACTUREn STITCHED LOOPS FOR 2 X 2 POST INSTALLATION. PROJECT N0. ACRE STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE 11. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. p`�MM 7• Ff'RTILIZ_ATION FOR GRASS SEED - IN ACCORDANCE WITH SUPPLIER'S RECOMMENDATIONS. SLOPED AREA, 12. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF DP�r171r�� C�EVELOPMENT AREAS WITHIN 50 FEET OF WATER BODIES AND WETLANDS MUSE USE A CONSTRUCTION, AND AS WEATHER WILL. PERMIT ADEQUATE GRo!NTH. NON-PHOSPHORUS FERTILIZER. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED DATE _~I 05-?_9-02 THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN 13• WHEN SEED/PLANTINGS ARE PLACED, THE OWNER/CONTRACTOR WILL MAINTAIN THEM, UNTIL THE 8. NETTING AND ANCHORS, AS NEEDED -- FOR DISTURBED AREAS ON SLOPES AND IN VEGETATION/PLANTINGS ARE WELL.AND STABDESIGJBR -_ _ D_ STABILIZED. L ESTABLISHED. �_NED_._-_L DITCHES/SWALES, PROVIDE A STABLE AREA FOR SEEDING. NETTING SHOULD BE ANCHORED PERMANENTLY PROTECTE14. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY TA '' - ENGINEERL JPR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. S 6,LIZED FROM NOVEMBER 1 -THROUGH 9. 6. FILTER FABRIC FENCES SHALL. BE INSPECTED BY APRIL. 30, THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT. SEE SECTION CHECKEDLBCD _--- WATERING - SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH ,APPLICANT-/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT 3.3.7 AND 3.3.8 TECHNICAL GUIDANCE HANDBOOK, FOR REQUIREMENTS. - - GRASS. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS 15. THE DEVELOPER SHALL REMOVE ALL ESC MEASURES WHEN THE C CONDITIONS OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED VEGETATION ETA TION IS FULLY ESTABLISHED, SHEET TITLE TO PROVIDE ADEQUATE MOISTURE WITHOUT CAUSING RUNOFF. SHALL BE MADE IMMEDIATELY. 16. ALL ESC MEASURES TO BE IN PLACE AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE USA 0. RE--SEEDING - AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT INSPECTOR, PRIOR TO ANY CONSTRUCTION. DETAILS EROSION SHALL. BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, AND ALL APPROPRIATE MEASURES TAKEN TO ESTABLISH ADEQUATE COVER. 17. USA ESC HOTLINE 844-8444, CALL BEFORE STARTING ANY WORK. SHEET NUMBER --------- Durham Rd.9000 -- -- -- -- --�_ PLM2002-00230 C5 ---- -- ---- -- --�-._ - __----- ----- -- - - 5 of 6 NOTICE- IF THE PRINT OR TYPE ON ANY III III III 1 1 1 III I I ! III I I III III I I ! I I I III I S I III III ill III III III I I I 1I111' 1 11 III I I I I I I I III I I III III 11 1 I I I � I I I !III III I I I I ! !1 1 ' I I I I ! I! ! III 111' I I I I 11 '1 11 ! I I I I I I I I I I � / /L?1� � ��� IMAGE IS NOT AS CLF_4R AS THIS NOTICE, - _ - - - l ------- _ --�� - - - ITIS DU TO THE QUALITY OF THE _ No.30 "" imam_ ww) ORIGINAL DOCUMENT8�iIZI��I�I1�11171i�11 IIL�Z � B! �Z � 911Z ��b'r, E�Z � 1 �i 91I 6II � ST ..t nz 9 9 I8I III9I1T1II�IIi'll II I1I9► IIII IiY iYt7M I I II f� III frll , W J O O N LOCATE FRAME AND COVER � � (� �C7 cIq OVER LEDGE OF AT LEAST NON-SHRINK GROUT 12" IN WIDTH \) Z rn In F' � \ STANDARD CAST IRON u FRAME AND COVER- STANDARD MANHOLE � o NDS 12" DURACAST ROUND \ I�GRADE RING _0In = IN-LINE GRATE OR APPROVED EQUAL. ��/ — 4" MIN. % 6" SLOPE. TO DRAIN � SLOPE TO DRAIN _ � O � Q PROVIDE CONCRETEFINISH GRADE - ARTURFAL U COLLAR AROUND o ce 2 N DURACAST WATERTIGHT PIPE PLUG / - c 4 v z a" WITH STOPS STANDARD CAST IRON ° (� PVC ADAPTER COMPACTED SOIL MIN. _ Q ■ 6" MIN. FRAME AND COVER MAXIMUM 27 FROM TOP l�-J SET FRAME IN NON- SHRINK }? ,a NDS DURACAST PVC ADAPTER PROVIDE 3�4`-0 FOR A "--WA'FERTIGHT PIPE PLUG OF FIRST STEP TO TOP GROUT - o �n w MINIMUM 0� 6" AROUND o, N OR APPROVED EQUAL. --- _ 6" STORM DRAIN PIPE - CLEANOUT OF CASTING p GRADE RINGS 2", 4", or u I z PROVIDE 3/4"-0 FORA ( _ 6") SET IN NON-SHRINK 90' BEND -----. -- --- �\�: MINIMUM OF 6" AROUND GROUT lid- CLEANOUT j ' _ STANDARD ECCENTRIC un "� � NOTES: 3' CONE p In o z 3/4' - 0 CRUSHED STONE PIPE 7�, MANHOLE TO CONFORM C z G Q BEDDING TO CONFORM WITH WITH ASTM C-478 a TRENCH BACFILL. DETAIL. — - ALL PIPES ENTERING OR -- �- �-- AREA DRAIN DETAIL EXITING SHALL BE ° wA-rER TIGHT � D PROFFsf MANHOLE SECTION �/G+ME � 3/4 —0 CHANNELS TO BE 3/4 rv� �N (VARIABLE 1' - 4') �, 14 54 9 l VERTICAL HEIGHT r --- - - OF PIPE CONCRETE ENCASED OREGON SMOOTH FINISH RAM-NECK o BOTTOM OF WYE 3/4"-0 ;� �': ;* w.�» , OR KENT-SEAL. TO BE �9> Y Z6, BRICKS TO BE INSTALLED IN AN OVERLAPPING FOR PI ASTIC PIPE .�,�� • ,• ,,,�;; USED ON ALL MANHOLE 'ygIV P, R� PATTERN AS SHOWN BELOW. THE LONG SECTIONS AXIS OF THE BRICK IS TO BE ORIENTATED EXPIRES 12/31/02 WITH THE LONG AXIS OF THE FOOTBALL FIELD. STANDARD CLEANOUT BURIED CLEAN-OJT �_ 3/4"-0 CRUSHED ROCK 48"MIN- — 1" MIN. FROM TOP OF - COAL POST 12" MAXIMUM � 8% SLOPE FOR CONCRETE PIPE �\ SECTION PIPE TO MANHOLE j BRICKS SET ON SAND BASE. �, FILL JOINTS BETWEEN PAVERS GOAL POST I` L — W/ SAND AFTER PLACING SLEEVE WELD TAB IP a> BROOM IN SAND AND REMOVE ` ._ ON EXISTING 0.D. `x_ - - -� EXCESS. 1/16" GAP. MAX. GOAL POST 2" COMPACTED SAND BASE (TYP BOTH SIDES) _ v T o —J 3/4" PLYWOOD W/ 1" E-LAYER, GOAL POST ALIGNMENT PIN DETAIL 12" OF 3/4"-0"� MINIMUM C�NCjZEI COMPACTED SUBGRADE PREMIUM TURF, AND INFILL COMPACTED BASE SECTION VIEW ( (TYP BOTH INSERT STYLES) — __ MATERIAL "8" MIN1fulU' PL-AN V 2" " - ® STANDARD MANHOLE "' x4 NAILER B0�',RD _ VIEW PLAN (SHOWN WZO INa RT --i 1--1/4" MAX. (TYP BOTH INSERT STYLES) ` Z m BRICK WALK _T _T GRATE FRAME 2' 1'1 " FIELD `i- 11 O Q PREMIUM ARTIFICIAL TURF LIA VERIFY !� V � f� W/ INFILL AND E--LAYER -�! 11'1 " !�- --! 6 "! EXISTING SURF 9 cr_ V) ACE O GRADE 15 2„ WATER SEAL I ' XiSTING IIS $ERT Wf0 GOALPOST INSERT WZ GOALPOST �\ °000° rn - GOAL POST ' °° ° ALL NONMETALLIC PIPE SHALL HAVE AN 0 - - I-- 3" OR 4" NO- TO BE RE-USED \ 1.00,(01 ELECTRICALLY CONDUCTIVE TRACER, WIRE � ° NOTES: ��-HUB CONNECTOR .` n BACKFILL ABOVE i� (18-GAUGE, INSULATED COPPER) FOR u 1) INSERT (•W/ AND W/O GOALPOST TYPE) SHALL FIT PIPE ZONE T ALIGNMENT PIN INTO GOAL POST ANCHOR WITH NO MORE o I 25" 24" POS LOCATING THE PIPE IN THE FUTURE. _ RECESS FOR GOAL THAN 1 -. o ,-3/4 -0 CRUSHED ROCK BACKFILL 4� 0.75" �' .•,,:. ----' / ;.. :• „ /8„ GAP ON ON ANY SIDE. i. o° „ � o so 2X5 POLYMERIC PLASTIC NAILING 2)INSERT (W/ GOALPOST TYPE) SHALL FIT AROUND \\ o o° CLASS A BACKFILL 15 _ 13� - - -- 6' / : - STRIP FORMED INTO CONCRETE FOOTING. THE EXISTING GOALPOAST WITH NO MORE THAN o0 o O 14" (TYP, SEE PLAN VIEW) 1/8" GAP W/ THE POLE. FIELD VERIFY EXISTING �� °o°o� N GOALPOAST SIZE. 12"MIN.` °�'�� EXISTING MATERIAL ' i . • SLEEVE TO PIPE ZONE � •/ FIT GOAL POST 3 TURF SHALL BE PERMANENTLY ATTACHED TO THE i, ° ` p ) BACKFILL o0 3/4"-0" CRUSHED ROCK BACKFILL I�-- - INSERTS INCLUDING 3/4 BACKER BOARD, 1 E-LAYER, ��°o ✓'� CLASS A BACKFILL Q o = - : PREPARED SUBGRADE PREMIUM TURF, AN.) INFILL. \ 0 1 Q SP IFI ATIONS - - - - - -- — 12" 4)FIELD VERIFY THE EXISTING GOAL POST POLE DIAMETER TO �\ + -1 3/4"-0" CRUSHED ROCK BEDDING F- CONCRETE 1 . ALL STEEL WELDED CONSTRUCTION. DETERMINE PROPER SLEEVE DIAMETER. PROVIDE SHOP c� ' NOTE I -12,.- -- 2" � y ' GOAL POST O 0 /� 1. BACKFILL IN 6" LIFTS. DRAWINGS PRIOR TO CONSTRUCTION. COORINATE WITH THE 4"MIN. ,� � � 0 \\ 2. 10 GAUGE STEEL MINIMUM THICKNESS �� � � FOUNDATION SCHOOL DISTRICT TO INSPECT EXISTING GOAL POST. 0 2. COMPACT TO A MINIMUM 90% OF MAXIMUM Q Y4" - 0" CkLISHED ROCf, PIPE 7.ONE %%%<' DRY DENSITY PER ASTM 1557. .... 3. COATED INSIDE AND OU 1- WITH ASPHALTIC PAINT. NOTE: REFER TO SECTION BEDDING A-A FOR ARTIFICIAL ...� SECTION ,SHOWN W/ INSERT) -- PIPE O.D:- .. TURF DETAILS. PLUS 18"MIN. BABY LYNCH STYLE CATCH BASIN — BE LAYER TO NO E-LAYER i- PAY WIDTH - - - BE PROVIDED GOAL POST ANCHOR AND REMaVABLE GOAL P'08T DETAIL FOR EXCAVATION AND BACKFILL f�EV. i DATE FOOTBALL N.T.S. STANQARD TRENCH-DETAIL NON-FIELD ARES FIELDL_INE 1" - "E" LAYER _ 102.33' ----- PREMIUM AF'TIF-ICTAL TURF a, 14" (MIN. AT CROWN) 3/4"-0" CRUSHED AGGREGATE WITH -- TOP OF INFILL LESS THAN 5% PASSING #200 SIEVE ELEV: 187.50 15" (MIN. PROJECTED FROM CROWN) - -- 3/4"-0" CRUSHED AGGREGATE BASE EXISTING FENCE / /�' j - L_ I -2" x 6" POLYMERIC 12" WIDE ADS AdvanEDGE T WITH LESS THAN 5% PASSINGI- BRICK PLASTIC NAILING STRIP 200 SIEVE TYP - PREMIUM ARTIFICIAL TURF CLASS "C" ASPHALT PAVING - PERFORATED DRAIN ® # (TYP) BUDGET ARTIFICIAL WALK WITH SIMPSON STRONG 15' O.C. (TYP) TURF \- MATCH EXISTING SECTION TIE CONNECTOR (TYP). I AMENDED TOPSOIL_ AMFNDED TOPSOIL AMENDED TOPSOIL- SEE STANDARD (2.5" MINIMUM) _ SECOND BASE PITCHERS MOUND HOME PLATE CURB DETAIL PROJECT NO. ---2•��9� �--- S=0.50% _ _ S-O.$0% --- GRANULAR BASE _ �.. --.._ S=0.50%--�--- E�(ISTING RETAINING _ - ii ^������ WALL_ - " — _ ' - iI (fru - S=0 50% -- D ' -0.50' EXIST. - MATCH EXISTING SECTION -, � --_ ' ,. ,�i_ �, :...�..._ ._ : WALK „ _ IL all-iii _ .,�'-, .. (8 MINIMUM) I M U M) ' DATE __�5-29-02 4" 3!4"-0" CRUST-IED AGGREGATE � SASE WITH LESS THAN 5% PASSING ■ ■ ■ #200 SEIVE - -�� -�-"-� - ----�_ DESIGNED I JB,R -- ■ � � � ■ i ■ ■ Oman ENGINEER JP,4 -------- - --- --- -- I - COMPACTED SOIL SUBGRADE EE STANDARD CURB DETAIL S=D 70%_�-�.- ____, Noonan 0 +� ■ ■ CHECKED BCD STORM DRAIN PREPARED SUBGRADE - STORM DRAIN ~—L-- - SIZE AS NOTED (TYF') SEE BURIED SEE BURIED d SIZE AS NOTED (TYP) CURB DETAIL CURB DETAIL CEO-TEXTILE SEPARATION FABRIC SHEET TITLE --- MIRAFI 140N OR APPROVED EQUAL SEE BURIED CURB DET,)-NIL ASPHALT PAVING_3_ECT_IO_ N_ SEF DRAINAGE SECTION WHERE CROSSING � - - DETAILS SEE DRAINAGE SECTION WHERE CROSSING DIRT ON SHEET C5 DIRT ON SHEET C5 SEE DRAINAGE SECTION WHERE CROSSING STORM DRAIN `.>HEET NUMHEF ARTIFICIAL TURF TYPICAL SECTION A-A DIRT ON SHEET C5 UZE AS NOTED (TYP) SCALE NTS PLM2002-00230 C6 Durham Rd. 9000 6 of 6 NOTICE- IF THE PRINT OR TYPE ON ANY Tl I�I I I I I I I I I I I IIIIIII ' I l l l l I IIIIIII IIIA IIIIIIIII I I! 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