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Home My WebLink AboutDrawings • 1 1 JAMES & JOAN McCLESKEY ARVIN COOK 2 5 ACRES 2 87 ACRES 1607/178 9.5.1,!9 5 • r ( R =J60.24 " ''.JI, 1 \ 0— J.71721" AL —20J.01 ' -- T =104.28 " C0- 200.34 ' - _ DA%rREN & MARY /VENN CB =N 61'03'13 E lv / l t�4 1 4:3 - 19 :68 2 1.36 ACRES - ■ 1.I FO N 7;" 1 Q ,' T . / ' q 9A' X23 ACRES cur ANC! /On £AS£MFNJ ' / 622/221 — 25 (o[NG_ L - \ % — ' ("HEST) �� 1 o E. E ROPE • � ' ,F 56 ES �� ,� .01 �� P AR O 5 . 869.3 acres • �\ 5566 s it � / � I �� J' . - � c g v �� ;� ,� �: 3 \ \\ tious£ wa \ \ ' 'I t M - CV -- K \ . - 0\\ ` \ \\ TANK �_ _ _ \ \� ✓ . / , ti./ I ,:i. O • ... , . _ \\ , \ X _ _ _ \ _ \ - - •�y -N. t /! ',�Nr� \ [ \- A _ = _ _ __ _ _ _ i `Y Jq[•., sir 9 �; � Z I i C R v -- - E0 r/L, � P `Pe uF ,� - 1 � . , scDC • _ (nESr) �\ t, - _ — — — — — - — 75 qua c D;n, [ /Nit _ i ■ \ \� x• :.r " ' . � a S 75'25'47 " W 9.89 ' - ' S 7724 '33 " W 387. 19' u J ,' a , , ?r :s,ono, ,,^0 Sur -1C!! a %P. '7w •S ':; - lo ', eby c:r rnar II, aaave s , , s ,1 j . ' .,,,,,,,,, r nresenro a, a oaw, on me 11. A,O9C '`' 1 my St. ,,On and Mat mere 85`7 % =[ 4 raa ln,S Or ave raps ,,n less al/ Snawn n � (( 0 V • ,� GREGORY S. & CA THY E TA Y% OR 1 f \ , .' •, / y � i .\ _�3 ► •f � - o,,' `- , \`\ „, 83c of o t�aat�� \\\ �,.. "� Y, ` - G - F t'.I t i <c t 4 V. _ i ''',; ,"- ` F 5 E ,\\\ 1 J\, n 9 ..4= � \ �o' \'; c.c., aa1 is edi, ` , npv ', , It.1 .` ---_ /- 'ICI.1 J y1 o A l 7/ 4 � \J 1 • f \S )C • 'S f ' 4 i� \O '' `. � 11 \ 9 f 11 1 11` . f x T 1 Y-� c ? >j „ ♦ ,I',,,1 s..rJ�• OLW ,' 1 !1' , . ` � . 5.^r } \ Gel:.'.J JI 33 \ / -y. ` u C Rtt216 \1 ...... (111`1 '4.:`,„!..'..4;" ,.•, �Rd is ✓. o a+ / / Jf r � ni - ....s + :j �, r L=1 g r la �- V i \ Y . . yq, _ , C am' _ .3� FS '3t,.tt 'F? H ` �? y\ I :\., - ' ,c,7,= •":";- f, �1 a fi L. �i' t r, / . . \ , . - , 7 - 4,; ; ; , .. , ,,zs .. 'N.. - '-. • . bl S 'Oiw \ Y \ u 1 �A . -/ ,L7...,.,`,..1,...... :CI ?9Y •�P,Z •iN.f __ - ■RL COON .APPRAISAL DISTRICT, - .. ,. .- .., ,�= �. ..,.. ...., ism �n7c, �,.. ... •., � rr. - -� ,,..- n__on� - -_' . -. - ... .. ., :4. C ,, f V 1 J tc Da t- ' " <� f ', 9 1 N./. ,S ,� L • ,S vi. %%f �6 • �..� !� ‘16 •'� 1 6 ;2 & ) . izZ j f.r ■„ c 1537, C" , Z% i , . t 3 c,` � � i %? . � AL Current proposed 1 _. ' \ / affluent outflow I 7 � � *r y; 5 . A i Iv); 0 Proposed Sewer 0� n t h ` 4 c/ , - 0 \ Treatment Plant 1/4__.• 4 A) 4 -6 4 s n� .. ; ! CO Rt1223 IQ IS) .,. 6 {` ': ; O .•t \ b to L,. �,4 pr is -. I ,r i t . 4.V. 7 -rte r �• a o fi �` 1 ) � r xi 7. > Proposed affluent °:\ fti ! T ou relocation i S tn 5 U ` . ■ ~- - Existing 5 f '1:1163:111- r � • d tuneter culvert -- rrd. ,,/ — --� 1 under I &T r a 0 ,ylr . ., i i, vi., . Y1.-\"" . , 4. f i icy r•N Ik' kv) )6' 4?...- : < i . 0 in N 1 j Q i CL O =rn HO ., ♦ - p O r **Ape Q 1 ', cD i • U 4- CD i 'l (3 -' '.. .. :: . Ar " -- Et - (.1./.3 0 N • ■ ' U W,ztn )-,z U Q . O mQ CCU fi Q J °a w .Q° ( D CD Z" Q � 0 0 SS? JN ,-,tfl Or p� . f 1/ ` 0 if) _ o O°'O >- � � JN 5iN }4O ! • j \ Q ) I .... �, oil 1 ....\N1/4 1 0 I i i l ..'., f � ' 1"." t . ; // AI ., . : . ell ' ' i . ,..--, V' ... / • . ' P e I ( l + ?X . I 11/0 C r j St f 1, f + . O • A • i : . 1 \ 1 \ ■ •' c 1 it. _._ , \,_ c :,,,:„_. , , , ‘\f\f- ,i....::‘,--„, ) 'l 1 ,,, r , ',./- ._.‘ .,:- ...-..-,\::,,,,:)„ \‘.;"-,-,.: , ! 1 , .,,,, ,_, ._/ „ - i,c-f::::, ', _,,,,, -;\-------,, ,- -, . . ! .�.�� ..L v , . . • , , \ M R /c9 re .5 K JAMES & 1,56 6 CLESKEY \ - - \ R-,J6a24' 0 —J2'17'21 - . 1 . , AL —20J.01' - 1 1 I CD...200.J4' CB...N 61 E --- 1V - 17,- - 7 - 04 # 4 - E - - f 9 ; 68 DARREN & MARY MENN I_ FO N 2," (Q ..• r • / / 9 98' 2 I _56 ACRES CU?' ANCHOR _52 38/J.32 / £.1.547.rENI (522/71 l • ------ - ---- 4 ----- ___ _ _ 03 \ ___ (R(S ) \ ,./I/Li . _-- --- i•isc.4,r4 NI' -- 2 )5 .. izOP • (I/ I I Q1 •, , r .....7 \ ,\./.. , . &4 0 i V \ ' / 0 ' 5. 8690 acres 255665 sq /l (-- a' c- . , \LI , ,-.. ..-.!;,-, ( ) -- r-. C3 , ., ' ,•-• --- '!:i' ‘ , \ , C ' ce- , . , _ .9.,1Pry - V " cl -• ..- 1 ---(-11 . N.) - 1::\) I , , . . At \\' '''Z'r \ir -'11I, /_. --- )C0-‘ ,72, r - ' - - '-'----.-------". . \ ■-- .,-, • ---- , .; t N.1 'N1 I I - HOUSE \ - - - - " 'V P A UAT P - 1 ,-.., .. .-, • \ ___---- 1 ---• ------ 7 . .1 L (I) , / \ srocK 1 pArio . I \ v I ' .rionvat A , 1 t 0 p 1 • . ,,, •••>.---: / , 0 1 c:, 1 \ cc> TN (;; • V" *N _ _ _ — • i ,:),?;: , tif • 1 ,.., i'. ' ,i(; ___;SY• .-. _ 0 . 1 9 , •1CR) \ .,,r . ,., i . , \.\ _ . ..-. _ _ _ _ • • \ \ .\ ---------:-1-:-- . I \ \ \ . Olt 1.3 1111 ,-.\\ ' --. .." /0 ' vriu--..- % pc vcrA - ' i \ CA SEUCIV 1 SLOG • Buil Dinic LIN( i \ \ \ ,\ (R E r ) —V2,... \ __ _ _ _ _ _ _ _ _ _ — L 2_ 5/8 - Si , ... \\.-.....amact--.=-•-_,,,..---- Ts t: --.--a..■......— - ..- ----__ _ _ _ _ - — . '^ 1 7 2' 4 ' . S 7525'47 W 39.89' S 77'24 'JJ W J87. 1 9 ' ,:.,CK Wit, 5,'. OW , ----- .7.:na.nagno Qe9,sterea .. 4.0 5 •7 56. Ja n.,c0y celbly Ma( in, pop, s,,,,, ,s o / / 23 A.:R-=:S •- :,.., Jcs,nl, ren‘esentabon al on actual on the 86 SA50 4 • ' vnae my SuOrnns,on and that t he, ',- ' 01 oue onters other ,,,, snown ■ — _ - - !..1:TEL,r'.I5 Pr ... •' ' ' • . CL '.q t t1 . ' , Ci t ": ,. ,1'.? •:. .:, •! ., i , ':. - . . . . . . . , . .. . , . . . - . - . - • : —_-. .—'. .-" .=. : -7-= . - _ 7-----■-----: - - - - __. ___ ______ . . . GREGORY S. & CATHY E TAr OR I , •,.., 1 C.. / /R9 � r' � > f �I ♦a, 0. ry °FS 1 b5 _,......,:_....... ,,,-,,,,..-....:_ N , , . /,....,, .,...,., , _,...._„, / � 3 .., Or D ;, ` - 0 rs\ a' 03I]00-01070•'.11 11 „,, I / =� —i- ! 'fi'' d” Pr , re s.u, }.C°ai� ,, � �.. i, 1 --- -,-c L F 4 l ' \ 1 \1 I l r' - - •,' I <1... ' 'r >, _'�'\r eol l -0I C� ±111,1 i j \ J / ` l 1 - . . / v,,\0 0] 1 ' � d) \ ' ♦ J 4I S ) ) ) is r - \ \,\ GOl :J3 JI ,...� 1\ I r q , '' '4.;i,, \ \ r > .. � o' '1'1 P,,,O ,f-' \. 1 1 \ : -� \\ ,-,,;•,./' ' � \ � � . > °/ ° �s� r s 1 �.1 119 ∎viz \t a � , r. \ J eL, \ \ 4 °�• . -� .,y` S „oy "1' 3 0 81{ _ r r1 '1 \ .j ! '\ '•;• . '-'7'1';', N. ` � ` , j ; "� < i)� u > �� -_ ;1 o •A rl ; , ' 1 1\ 1 J \ti ,-• t " t • ,,... ,.,,-o ,._,... § .0 ,,,,..._J„,......„.4..,,,., \\ : ,. "_.: ., ..:........ • . - 2 , J 1 - O l) , \ 1l W a 210 . .1 po - 3, 3Cr; Prer.t /... _B \ i \ - Oo ,-cot: ens • -, , ��'-„r arm :: .. l .J' 1.J',i • \I / U I i - Y `FEL•. G=ar c. ETJ ( t • • 8, ,,), v P `\ 4 / C? _ 25. G .23 aCRES c <— , :,/, 1 .. ° / / ° J • ' �: O ? I?JO- 30:9 -000L /. < •< `.\ . ; ? = /,' p _� . _.. , ) \ "1 "I, 19. ' :1' h��11\ I 1, ) Tr 1 Ir 11 1. — ` , - .,,. .i r:,) r, L COI. \. MFR ,1I \.t �,_IP,IC -- rr r.3-�r+w- - -- �_- _. _ - • ,o ,�., ... , -,- r_. - -,,. ,,.: m_ -,nom- . - -- .- r - , n F ' +a" ma� yy , , Zvi. f x`70 ;'' JS •;, C. • � !J %_� �� %i i i' 'j o' r) , � i ' ": .-- e •1 `.'` 15 32. , c ) ) \ - 1 " ,:::.:_ * --t ..,./\., 1 Current proposed I affluent outflow f \ i i if � 5 .4 7- 1 m C .i:• b e 'r t'; „fi, c ''' . . 7..c L ,/ �•�y , ;' f I Proposed Seer - '� ti;h � Treatment Plant ' . O a s p 11„ ? 1.1 ` a. LP i AV Y I 1 .14,,,, '' II T 1 ? 2 2 3 J- ''P y ' *r 4 , *, � l i r IQ fly } is '4 Q "01". w X01 r:)% • r ei xi - , Proposed affluent I z I p.,., ,& . .____,.....:_,..------ outflow relocation Pi ci v. ■ r / ...____. $ Existing 5 diameter culvert at • .-- under I84014 rd. �� f � _.-r f �. r 17; -`b �` 0 .4 N/F DARRREN G. MENN AND BA LAYMAN WILLIAMS t° ►�' T ALLAN C. VALIGURA alt N/F LOT %1 JOSEPH J. do LORI A. GABRIEL WIFE, MARY C. MEIN 4.895 ACRE TRACT 'p' o WIFE, DOROTHY A. VAUGUR/► NELMUT W. NW: L.ORALEE SAVER ROBIN HUDSON SU"INISION 3212 � TRACT 292 ACRE TRACT 5206/196 o or 5.03 ACRE TRACT 13.24 ACRE TRACT 3276/83 (PLAT) saw �/� 795/720 5173/239 S47 °07'05 "E 542.15' "^�* S4 18 7 °16'44 "E -w 994.07' �° S47 8'43T 415.02 L2 S47 16'56"E 466.24 Pea - - - -- - - - -- - - - - -- Z -- - - - - -- - - - -- - - -- - - - - -- - - - - -- - - - -- - - -- - - - lit M +� -- - - -- ------ t = - - - -- - - - -- - - - -- - - - -- - - - - -- - - - -- - - - -- - - - -- - ° - -- - - -- - - -- - - - -- -- - - - -- - - -- - - - -- - - -- i 2 ..� - -• - -- - - - -- - - - - -- - - - -- - - - - - - -- _ .. - . , , - + PAM 2 as , 1 I , , , I ^ I I I , �a + , BLOC3C + , , , , i. , ,B � .�.M .. ear , I I , , I 1 1 BLOCKIl + , , , + •+► , , , 1 AttrtX2G tR 1 14 1 jy I I $ b sE,eorx ancwle t P LLi �1 I i + w NOW 6 , In & 24 P >wNOW" a1� 4 ,. $ $ :+ $ S + o I 1 2 3 4 1D S o 6 7 8 0 9 6 10 11 12 13 14 IS 16 17 18 19 21 22 23 25 �� I I� 6 7 8 9 10 11 12 13 1 14 iS lb I7 1LI - 19 - 2Q 21 1 I 2 id$ iJ5 J V + wl► ,�► wr . ,7,1 7r 7r i1 7r �r 7r 7r 0 (1) m '� ` 1,10i,.c , ., 1>y „ + � ty ,o ..UdL � 1 1 I -+ --- -- ' -- - +- -- f - -- - -' - ---- '- -----I L50.0W - - - - - - - - - - - � ut r. - - - - -- - -- -- - -- - -- - U - - - -- - - - - -- - - - -- - - - - -- -- - - - - -- - - - -- - - - - -- - -- _ ._ .. g - 2 so.00• so.ao• so.ao• so.00• Loo• Loo• � aD 4 1 3' - 1b4 F>iit>ttest Court nlnen>� a i 26 50 50. so oo' -05 U i , L ea,eaao �►� I Faircrea Drive ee5� q0. ?,rte T, 0' 27 N AspN P1A11T, d0' IIOw A, CM + W Q LO = �! - Ml TIl a - 47171 • OMii 1WF eoW Pt1YA18W1RAMIMIWI wAOrnRe'tl Z7 " AWN PW wiw+ rc K; N 471 13' W - .00' ,� 47 713' W -134. 1 � 50 .". +ri►i 04 I �I• at = - -- - --- ' -- - -- -- - -- --- - - ---- -- - ----- ---- ---- -- - --° •- - - -- °- - -_ - - -___ - -_ -- - - - - -- --- �- - -- -- -- -- -m-- - - -° -- -- - - -" %� `0.•i N� ' ' - -- °- -- - -- - -- . --- Q e ' W 1 r�ii � :; . (" + p - - - - - -1 BhOCi43 - -- +- - + . - +- - 1 - - - - - - - - -- 1 - - - - -- + - - -- 1 - - - -- - - - -- + - - -- + - - -- 1 - - - - -- -- - +. - - - -- r ALOCK+4 - �I �`. 1- + i I � g , + + ' COMM 7 • N t� - i $ i i + + 8 $ 8 $ 8 8 $ $ 8 8 tT�4S + + R R R $ a $ B B 1 11 12 13 �+= 14� 15� 16� 17 18 19 i i 31 30 29 28 I "` lL, a�►YION AIMMD 2A: 1 - ".l R 1'i $ R f3 i3 R 1 1 13 14 1S 16 )<7 :1 ( 18 + 1 2 3 4 5 6 7 8 9 r 0 + i w0 a :esrv,►ia 'M pis 1 I+ 1 - 2 3 4 5 6 7 LI 9 0 11 2 . 1 ,p1 31 lr iiil .T1 I i 0 1 e1w nten+Aail 1, >� 1 1 Fr 21 V� 1 +1. &M AC ►� U1111141 1 po + I 1 1 1 1 1 1 1 1 I I 1 I X11 1 1 ,C 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 P 1 1 1 '2_ +-_ - -- -- - -- - -- 12, i i E� - - - - - -- - _ ►uc 1 1 PUL 1 1 1 T 1 Sa00'C -- -- ,1a7,<' -- -'' +�'" �* + S4 .3 - 385.74' + �� '1 �99o.ao' I �> N47 2 3 W L7 Meado wcrea: Drive $ UL .A. rAMa r w swam d11 w-a ANN P+AIT. SW MW q � I i u i uav N47 3"W 366.58' 100 50 0 100 SCALE IN FEET I P CERTIFICATE OF OWNERSHIP AND DEDICATION METES AND O A A S 2O.N4 ACRE TRACT STATE OF TEXAS SAMUEL DAMDSON 'iEAGIJE. A -13 COUNTY OF BRAZOS 5RAZOS COUNTY. TEXAS I, Rick Jenkins, Vice President of Main Street Homes -CS, Ltd., the owner of the 20.919 acre tract METES AND BOUNDS DESCRIPTION OF ALL, THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE SAMUEL shown on this plat and being a portion of the 74.742 acre tract conveyed to it in Volume 6500, DE�IBED L EA GU E, � TO M" �S 49ET _CS LTD.. RIEQORDE TRACT BEI NG ONO. PAGE PAPOR OF • }� 7 OFFIg AL KO.1C TRACT CRDS _ Page 287 of the official records of Brazos County. and designated herein as Meadowcreek OF BRAZOS,COUNTY. TFtAS. Subaiivisk Phase -:1 s 1 In Brazos County Texas and whose.. name is 'subscribed hereto hereby dedicate to the use of the public forever all streets. easements and public places thereon shown SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: LINE .,.,, BEARING BEGINNING AT A 5/8 INCH IRON ROD FOUND ON THE SOUTHEAST UWE OF KOPPE BRIDGE ROAD (A COUNTY MAINTAINED PUBLIC 5.00' Main Street Homes -CS, Ltd. ROAD) MARKING THE NORTH CORNIER HE R OF SAID 74.86 ACRE TRACT AND T WEST CORNER OF A CALLED 5.03 ACRE TRACT AS r y DESCRIBED BY A DEED TO ALLAN C. VALKMtA AND MITE, DOROTHY A. VAUGURA. RECORDED IN VOLUME 359. PAGE 529 OF THE DEED S4724 40 Q 129! 13 P" P L4 Rick Jenkins, Ice President 547.15 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF SAID 5.03 ACRE TRACT AND THE MOST WESTERLY J& CORNER OF A CALLED 15.24 ACK TRACT AS DESCRIBED BY A DEED TO HELMUT SAUERR AND WIFE, LORALEE SAVER. RECORDED IN n UL L 1 � L 10• _ MEADOwcREEK SUBDIVISION -- STATE OF TEXAS THENCE S 47' 16' 44" E ALONG THE COMMON LINE OF SAID 74.86 ACRE TRACT AND SAID 1124 ACRE TRACT FOR A DISTANCE OF N47*12'13"W COUNTY OF BRAZOS 994.07 FEET TO A 1/2 INCH IRON ROD FOUND MAP;KWG THE SOUTH CORNER OF SAID 13.24 ACRE TRACT AND THE WEST CORNER OF FU ARE 13EVELOFMENT LOT 1. ROBIN HUDSON SUBOI%1 i K ACCQRQ" TQ THE PLAT WpCORDp W VOLUME 3276, PAGE 83 OF THE OFFICIAL PUBLIC L9 I I) S42'4747'1N RE MAINDER OF 74.742 ACRES 50.00' that he executed the some for the purpose and consideration therein $toted. TO A 5/8 INCH IRON ROD FOUND MARKING TFIE SOUTH CONOR OF SAID LOT 1 AND THE WEST CORNER OF A CA LLED 292 ACRE L11 1I TRACT AS DESCRIBED BY A DEED To DARRf31 4 MENMI AND MIFF. WIRY C, MEIN, RECOROW IN VOLUME 5173, PAGE 239 OF THE Given h �+� N47'17 un er n ay of -L 2Q.�. PLIk11.li~ K QF 4440 MOTY. WKAA; 5.60' THENCE S 47' 24' 40" E ALONG THE COMMON LINE OF SAID 74.86 ACRE TRACT AND SAID 292 ACRE TRACT FOR A DISTANCE OF 20' WATER LINE EASEMENT 177 56 FEET 0 A 1/2 wm WON 200 FOUND `MARKING THE WEST CORNER OF A CALLED 4.895 ACRE TRACT AS DESCRIBED BY A S47*17'45 "E L14 I II 303/270 N4747'47 0 E L15 95.23' N4747'47'E L16 15' WATER LINE EASEMENT S4747'47"W L17 100.00' I (I 874/565 95. 0' N42'47'47 "E 1_19 I II S4747'47"W L20 95 ' N4247'47 "E I � I 95 0' 15' WATER LINE EASQtENT 874/588 A 874/821 1_22 4. 6' N4747'47 "E L23 (TO BE ABA 001141 ) N47 1745'1N L24 ' 20' WATER LINE EASEMENT 39.27' _ 90'00'00" (I l II III 303/270 C13 N47 3"W 366.58' 100 50 0 100 SCALE IN FEET I P CERTIFICATE OF OWNERSHIP AND DEDICATION METES AND O A A S 2O.N4 ACRE TRACT STATE OF TEXAS SAMUEL DAMDSON 'iEAGIJE. A -13 COUNTY OF BRAZOS 5RAZOS COUNTY. TEXAS I, Rick Jenkins, Vice President of Main Street Homes -CS, Ltd., the owner of the 20.919 acre tract METES AND BOUNDS DESCRIPTION OF ALL, THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE SAMUEL shown on this plat and being a portion of the 74.742 acre tract conveyed to it in Volume 6500, DE�IBED L EA GU E, � TO M" �S 49ET _CS LTD.. RIEQORDE TRACT BEI NG ONO. PAGE PAPOR OF • }� 7 OFFIg AL KO.1C TRACT CRDS _ Page 287 of the official records of Brazos County. and designated herein as Meadowcreek OF BRAZOS,COUNTY. TFtAS. Subaiivisk Phase -:1 s 1 In Brazos County Texas and whose.. name is 'subscribed hereto hereby LINE TABLE dedicate to the use of the public forever all streets. easements and public places thereon shown SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: LINE for the purpose and' 'consideration thorain expressed. BEARING BEGINNING AT A 5/8 INCH IRON ROD FOUND ON THE SOUTHEAST UWE OF KOPPE BRIDGE ROAD (A COUNTY MAINTAINED PUBLIC 5.00' Main Street Homes -CS, Ltd. ROAD) MARKING THE NORTH CORNIER HE R OF SAID 74.86 ACRE TRACT AND T WEST CORNER OF A CALLED 5.03 ACRE TRACT AS L2 y DESCRIBED BY A DEED TO ALLAN C. VALKMtA AND MITE, DOROTHY A. VAUGURA. RECORDED IN VOLUME 359. PAGE 529 OF THE DEED S4724 40 RECORDS OF BRAZOS COUi4TY, 1EXA5 129! 13 ,.. THENCE S 4T OY 05" E ALONG THE COMMON LiNE OF SAID 74.86 ACRE TRACT AND SAID 5.03 ACRE TRACT FOR A DISTANCE OF L4 Rick Jenkins, Ice President 547.15 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF SAID 5.03 ACRE TRACT AND THE MOST WESTERLY S4744'25"'W CORNER OF A CALLED 15.24 ACK TRACT AS DESCRIBED BY A DEED TO HELMUT SAUERR AND WIFE, LORALEE SAVER. RECORDED IN 40. -- VOLUME 795. PAGE 72$ OF TW QFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS; L6 STATE OF TEXAS THENCE S 47' 16' 44" E ALONG THE COMMON LINE OF SAID 74.86 ACRE TRACT AND SAID 1124 ACRE TRACT FOR A DISTANCE OF N47*12'13"W COUNTY OF BRAZOS 994.07 FEET TO A 1/2 INCH IRON ROD FOUND MAP;KWG THE SOUTH CORNER OF SAID 13.24 ACRE TRACT AND THE WEST CORNER OF 5. 0' LOT 1. ROBIN HUDSON SUBOI%1 i K ACCQRQ" TQ THE PLAT WpCORDp W VOLUME 3276, PAGE 83 OF THE OFFICIAL PUBLIC L9 Before me, the undersigned authority, on this day personally appeared Rick Jenkins known to me RECORDS BRAZOS '' S42'4747'1N to be the person whose name_ is subscribed to the foregoing instrument, and acknowledged to me THENCE. S 47' 18' 43" E ALONG THE COMMON LINE OF SAID 74.86 ACRE TRACT AND SAID LOT 1 FOR A DISTANCE OF 415.02 FEET 50.00' that he executed the some for the purpose and consideration therein $toted. TO A 5/8 INCH IRON ROD FOUND MARKING TFIE SOUTH CONOR OF SAID LOT 1 AND THE WEST CORNER OF A CA LLED 292 ACRE L11 1I TRACT AS DESCRIBED BY A DEED To DARRf31 4 MENMI AND MIFF. WIRY C, MEIN, RECOROW IN VOLUME 5173, PAGE 239 OF THE Given h �+� N47'17 un er n ay of -L 2Q.�. PLIk11.li~ K QF 4440 MOTY. WKAA; 5.60' THENCE S 47' 24' 40" E ALONG THE COMMON LINE OF SAID 74.86 ACRE TRACT AND SAID 292 ACRE TRACT FOR A DISTANCE OF L13 177 56 FEET 0 A 1/2 wm WON 200 FOUND `MARKING THE WEST CORNER OF A CALLED 4.895 ACRE TRACT AS DESCRIBED BY A LINE TABLE CURVE LINE LENGTH BEARING L1 5.00' S47'07'05 "E L2 177 S4724 40 L3 129! 13 S4729'42" W L4 2341-5 S4744'25"'W L5 40. S4737`21 'W L6 50. 0' N47*12'13"W L7 5. 0' N4747'47 0 E L9 99. l' S42'4747'1N L10 50.00' N47'12'13"W L11 139146' N47'17 L12 5.60' N4T17'45"W L13 89.67' S47*17'45 "E L14 73.62' N4747'47 0 E L15 95.23' N4747'47'E L16 95. 9' S4747'47"W L17 100.00' S4747'47'1V L18 95. 0' N42'47'47 "E 1_19 9540' S4747'47"W L20 95 ' N4247'47 "E L21 95 0' S4747'47"W 1_22 4. 6' N4747'47 "E L23 89. 7' N47 1745'1N L24 29.49' N4741'42 "E CURVE TABLE CURVE LENGTH RADIUS DELTA TkNGENT1 CHORD CHORD- -BEARING Cl 39.27' 25.00' 89'59'27' 25.00' 1 35.35' SO 18'01 C2 39.23' 25.03' = 89 1 24.95' _ 35.33' 1N87*45'O1 "E C3 17.65' 25.00' - 40 1 9.21' 1 17.29' N22' '13 C4 149.14' 50.00' 170'54'16" 1628.60' .69' N 747' 7 C5 17.65' 25.00' 40'27'08' 9.21' 17.29' S 6`58'3 'E C6 39.27' 25.00' 90'00'00" 25.00' 35.36' N T 7'47 C7 39.27' 25.00" 90'00'00" 25.00' 35.36' SOT 12'l3 C8 21.03' 25.00' 48'11'23" 11.18' 20.41' S7I *17'55"E C9 241.19' 1 50.00' 76'22'46 44.72' 66.67' S4747'47"W C10 21.03' 25.00' 48'11'23" Ill 1.18' 20.41' N23'O6'32"W C11 39.27' 25.00' 90'00'00" 25.00' 35.36' S87*47'47"W C12 39.27' 25.00' 90'00'00" 25.00' 35.36' N0712'13"W C13 39.27' 25.00' 90'00'00" 25.00' 35.36' S8747'47'W C14 39.27' 25.00' 90'00'00" 25.00' 35.36' NOT 12' l 3V C15 39.27' 25.00' 90'00'00" 25.00' 35.36' S87*47'47'W C16 39.31' 25.00' 90'05'32" 25.04' 35.38' NOT 14'59'W C17 39.27' 25.00' 90'00'33' 25.00' 1 35.36' SBT41'5 e Notary PubNC DEED TO L3ARBARA L JiIYMA1N IN VOLtIK X16, pAX 196 OF THE OFFICIAI. PUBLIC RECORDS OF BRAZOS COUNTY, STATE OF TEXAS NOTE: TAG L8 BEEN OMITTED. TEXAS MM Cow Up. 02•24,2007 Notary ublic, Brazos County . Texas ' i THENCE: S 47' 16' 56" E ALONG THE COIIMON LINE OF SAID 74.85 ACRE TRACT AND SAID 4.895 ACRE TRACT FOR A DISTANCE OF NOTES: 1 466.24 FEET TO A 5/8 INCH IRON OW FOUND ON THE NO 700T LINE OF A CALLED 2.56 ACRE TRACT AS DESCRIBED BY A DEED Printed Name: TO JAMES L McCLESKEY AND JOAN M. McCtESKEY RECORDED IN VOLUME 1607, PAGE 178 OF THE OFFICIAL. PUBLIC RECORDS OF I' My Commission Expires: BRAZOS COUNTY, TEXAS. SAID i 0 ROD FOUND MARKING TINE 94T COMO OF SAW 74,86 ACRE TRACT; 1. OWNERSHIP OF THIS TRACT IS FOUND IN VOL. 6500, PG. 287 OF THE OFFICIAL DEED RECORDS OF BRAZOS CO , TEXAS. THE CURRENT OWNER (S MAIN STREET HOMES -CS, LTD., 900 CONGRF,SS AVENUE, SUITE L -100, AUSTIN, TEXAS, 78701. THENCE S 42' 29' 42" W ALONG THE COMMON) LINE OF W 74.86 ACRE TRACT AND SAID 2.56 ACRE TRACT FOR A DISTANCE OF ! CERTIFICATE OF THE COUNTY CLERK 129.13 FEET TO A 1/2 INCH IRON ROD FOUND NARKING THE NOR1N CORNER OF A CALLED 2.136 ACRE TRACT AS DESCRIBED BY A 2 BEARING SYSTEM SHOWN EON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. DEED TO RICHARD M ILLER AND Mf. K NO Mil JI EIR iiEC4MM Ili W,'pI,I,N„IE 5666, PAGE 72 OF THE OFFICIAiI•. K6 JC RECORDS OF STATE OF TEXAS WA405 COUNTY, i 3. NO PORT1014 OF THIS TRACI IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.MA FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED COUNTY OF BRAZO THENCE S 42' 44' 25' W ALONG PC COMMON LINE OF SAID 74.88 ACRE TRACT AND SAID 2138 ACRE TRACT FOR A DISTANCE OF AREAS, COMMUNITY PANEL N0. 4804100200 C. EFFECTIVE DATE; 07 -02 -1992. !, L .. County Clerk. in and for said county, do hereby 234.59 FEET TO A 5/8 164H WON ROD'FOUND MARKING THE NORTH CORNER OF A CALLED 5.500 ACRE TRACT AS DESCRBED BY A 4. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH CONCRETE CURB AND GUTTER IN OF A RURAL SECTION WITH OPEN :DRAINAGE DITCHES. certify the this - a -'�X1 ► 71�f DEED TO LARRY G. ii F MI' VQ�tW 4V17, PAW 40 Off' THIS OFFIGNAL F'UGWC`RECORDS OF'Ww= COtJNTr, TEXAS; THE STORMWA(t.R RUNOFF IN THE Si tEETS WILL BE , RED BY A STORM SEIKEP, SYSTEM AND QISC!NRGEQ INTO EXISTING OR PROPOSED DRAINAGE D1TC °::a. DETENTION plat toga th Its certificates pf uthenticatlon was filed for record 1n my office the FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFFF DISCHARGE TO PRE - DEVELOPMENT VALUES. THE STREETS AND DRAINAGE SYSTEM WILL hu OEScGdrED TO �y �v 20 In the Deed Records of Brazos County, Texas. in Volume THENCE s 42' 39' 13 W ALONG THE COMMON LINE OF SAID 74.86 ACRE TRACT AND SAID 5.500 ACRE TRACT FOR A DISTANCE OF CITY OF COLLEGE STATION ST AI page 264.43 FEET TO A 5/$ 00 4M ROD FOUND MAR04 AN ANGLE P1OWT IN SAID UNE: AI, CARDS. WITNESS my hand and official Seal, at my office in Bryan, Texas. THENCE: S 42' 37' 21" W CON7ft*4G ALONG THE COMMON LINE OF SAID 74.86 ACRE TRACT AND SAID 5.500 ACRE TRACT FOR A 5. THERE WILL BE NO DRIVEWAY ACCESS TO KOPPE BRIDGE ROAD FROM THE RESIDENTIAL LOTS ADJACENT TO KOP BRIDGE ROAD IN THE MIEADOWCREEK " aU8QMS10N. DISTANCE OF 40.44 FEET 10 A 5/4 INCH IRON ROD SET MAWNG THE SOUTH CORNER OF THIS HEREIN DESCRIBED TRACT; THERE WILL BE NO DRIVEWAY ojCCESS TO CORNER LOTS FROM SIDE STREETS. rnC THENCE: THROUGH SAID 74.56 ACRE TRACT FOR THE FOLLOW40 CAI.LS: 6. THE EXISTING ELECTRICAL EASEMENTS AND ELECTRIC LINES WILL BE ABANDONED OR RELOCATED FOR THIS DEVELDIPMENT. THE DEVELOPER WILL BE RESPONSIBLE FOR THE Q , COST OF THE RELOCATION OR DONMENT. EASEMENTS THAT CURRENTLY BURDEN THE LAND WILL HAVE TO GO ROUGH BTU'S EASEMENT RELEASE PROCESS. NO Brazos County. TexasV}�� •'('•:� -`y°\ N 47' 12 13 W FOR A DISTANCE OF 366.50 FEET TTo A 5/5 Nib IRAN ROD SET; EASEMENTS WILL BE RELEASED County Clerk �JNTIL ALL RELOCATIONS ARE COMPLETE AND NEW EASEMENTS HAVE BEEN EXEC TO COVER THE RELOCATED FACILITIES. V I I N 42' 47' 47' E FOR A DISTANCE. OF 370 79 FEET TO A 5/8 INCH "'ROD SET: 7. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WLL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE N 47' 12' 13' W FOR A OISTAI" OF 5400 FEET TO A 5/$ INCH IRON ROD SET; STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN THE 20' UTILITY EASEMENTS AT THE FRONT OF IHE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE ;HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. N 42' 47' 47" E FOR A INSTANCE OF 5.00 FEET TO A 5/8 INCH ICON ROD SET; S. A WATER DESIGN REPORT FQR THIS SUBDIVISION WILL BE PROVIDED PER CiTY STANDARDS. AP ROV OF PLAIN AND ZONING COMMISSION N 4T 12' 13" W FOR A (ILSTA►ICE QF 1i1p0•tW FEET TO A 5/L;I IiCi# IRONI RQD SET; 9. THE IXISTIMG WATERLINE ANQ EASEMENT WILL BE ABANDONED OR RELOCATED FOR THIS DEVELOPMENT. 1�� Chairman of the Planning and Zoning Commission of the City of S 42' 47' 47' W FOR A DISTANCE OF 99.31 FEET TO A 5/8 INCH IRON ROD SET: College Station, Tex hereby cart' that the tachad plot was y approved by the 10. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY A COLLECTION AND TREATMENT FACILITY TO BED GNED AND CONSTRUCTED TO - T.C.E.Q. REQUIREMENTS. Commission -on the day of 20�, N 47' 12' 13 W FOR A DISTANCE OF MOO FEET TO A 5/p INCH iRDN ROD SET; THE WASTEWATER TREATMENT PLANT IS AUTHORIZED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (ICED WASTEWATER DISCHARGE PERMIT N0. WQ0013850 - 001. N 47' 17' 45' W FOR A DISTANCE OF 144.46 FEET TO A 5/8 MICH IRON ROD SET ON THE SOUTHEAST LINE OF KOPPE BRIDGE ROAD WELLBORN SPECIAL UTILITY DIqTICT WILL OWN AND MAINTAIN THE SANITARY SEWER SYSTEM. MARKING THE NORTiLW.ST CORW OF THIS HEN TRACT' 11. THE EXISTING ON-SITE SE , C SEWER SYS I EMS WILL BE REMOVED OR ABANDONED IN ACCORDANCE WiTH T.C.E. AND BRAZOS COUNTY HEALTH DEPARTMENT C THENCE N 42' 41' 42" E ALONG THE SOUTHEAST LINE OF KOPPE BRIDGE: ROAD FOR A DISTANCE OF 389.78 FEET TO THE POINT OF REQUIREMENTS. � BEGINNING CONTAINING 20.964 ACRES OF LAND. BEARING SYSiF.M 09MM: HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM CERTIFICATE OF CITY ENGINEER GP$ OBSERVATION. ` 12. ELECTRIC SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES WILL BE LOCATED IN THE 20' UTILITY EASEMENT AT THE FRONT OF E LOTS. ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. I, City Engineer_. of the City of College Station, Texas, hereby certify CERTIFICATE OF SURVEYOR 13. THERE SHALL BE A 5 WI EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT OVERHFjQ UTILITY LINES. SAID EASEMENTS WILL' EXTEND 20 that thWa Su diviaion conforms to the requiraments of the Subdivision Regulations of the City of BEYOND ANY UTILITY EASEMENT Collage Stgtion, Texas. STATE OF TEXAS COUNTY 14. BUILDING :SETBACKS SHALL rE BY PLAT AND DEED RESTRICTIONS AND SHALL BE AS FOLLOWS: 20' FRONT, 110' REAR, 5' SIDE AND 15' SIDE STREET. 1. Brad Kerr, Registered Public Land Surveyor No. 4502. in St a of T xas, hereby certify that this plot it Engine ( is true and correct and Was prepared from an actual su y f rep y and that the property markers 15. IT IS PERMISSIBLE FOR R F EAVES TO OVERHANG INTO THE 5' SIDE SETBACK. and monuments waN a placed 4utdar my sWarvisiaxl an tt►a a 16. 5/8" IRON RODS WILL BE ET AT ALL PROPERTY AND LOT CORNERS AS REQUIRED BY THE SUBDIVISION REGULAIONS OF THE CITY OF COLLEGE STATION. r CERTIFICATE OF COUNTY JUDGE r' 17. BRAZOS COUNTY WILL HAV� I NO MAINTENANCE RESPONSIBILITY OUTSIDE THE BACK OF CURB OF THE STREET. CE OF THE WATER AND SANITARY SEWER SYSTEM This subdivision was • duly approved by the mmissioners Courty of Brozos County, Texas, as '�,.•' ••• - 1(iprT, R.P.L.S. No. 4502 WILL BE BY WELLBORN SPECiI#I UTILITY DISTRICT. MAINTENANCE OF THE SIDEWALKS, STORM SEWER, DRAINAGE AND ON AREAS WILL BE BY THE MEADOWCREEK '�P' pW�B�• '9 �j� da y of �'• SUBDIVISION HOMEOWNER'S AS NATION the Final Pla f such subdivis' of the (HOA). Signed thi,§ -JIFF day of 206 s .�. 18. ALL UTILITY LINES PLACED I YNDER THE STREET PAVEMENT WILL BE ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY ENGINEER, UNLESS A VARIANCE IS BRAD KCVR 608090440"60 ... GRANTED BY THE BRAZOS C04NTY COMMISSIONER'S COURT. County Judge, zos County %_1 4{0,2 ti� ��'Q �•p 19. PRIOR TO CONSTRUCTION I N A LOT, A FLOODPLAIN AND DRIVEWAY ACCESS PERMIT SHALL BE OBTAINED FROM E BRAZOS COUNTY ROAD AND BRIDGE DEPARTMENT. 9FF • N/F JAMES L McCLESCEY AND JOAN M. MCCLESCEY 2.56 ACRE TRACT 1 1607/178 ( PLAT BOUNDARY RIGHT -OF -WAY DEDICATION LINE ROW LINE - - - - - - LOT LINE PROPERTY CORNER -- - - -- PROPOSED EASEMENT LINE - - - - EXISTING: EASEMENT LINE r ! I N/F 1 WIFE, KAREN Mli I 2136 ACRE TRACT ! Filed for Record in: 5585/72 1 BRAZOS COUNTY �- ' On: Feb 021'2046 at 43:248 j As a UL Plats Document Number: 00916140 ' Lunt 58.00 N R ece ipt tit Number - 2'8 ;737 I j By � LaQuita Reed _ N/F LARRY G YOUNG T - ST`ON'E OF TEXAS COUNTY OF BRAZOS &500 .YNG I hereby certify that this instrument was - filed on the date and time stamped hereon by me M and was duly recorded in the volume and Pae.e I o of the O Public records of: N ' 1 BRAZOS COUNTY , i I LL as stamped hereon by me. . J Feb 02P2006. N/F HONORABLE KAREN MCQUEENI COUNTY CLERK BARRY L YOUNG BRAZOS COUNTY 4.972 ACRE TRACT 3217/44 J FINAL PLAT _ E I MEADOWCREEK i PHASE 20.9.19 ACRES ( BLOCK 1. LOTS 1 THRU 22 BLOCK 3. LOTS 1 THRU 18 i BLOCK 2. LOTS 1 THRU 31 BLOCK 4, LOT5,� -THRU 18 ! RIGHT -OF -WAY DEDICATION Q.04a ACRES SAMUEL DAVIDSON LEAGUE, A -1 BRAZOS COUNTY, TEXAS SCALE: I"=100 JANUARY, 2005 REVISED MARCH, 2005 REVISED NOVEMBER, 2005 OWNER /DEVELOPER: ENGINEER: Main Street Homes : CS, Ltd. 900 Congress Ave., Suite L -100 Austin, TX 78701 CON ' (512) 801 -8832 General Contractors SURVEYOR: Ginger L. Urso, P.E. Brad Kerr, RPLS No. 4502 1707 Graham Road Kerr Surveying, LLC College Station, Texas 77845 P.O. Box 269 (979) 764 -7743 College Station, TX 77841 (979) 268 -3195 J B 1 I 9 ED nn 0 9 Developer. INDEX OF SHEETS DESCRIPTION Main Street H0:mes - CS, Ltd. OVERALL LAYOUT & EROSION CONTROL PLAN PLAN/PROFILE — MEADOWGREfK DRIVE, STA 0+00 TO 7+76.53 SAGEWOOD DRIVE, STA 0+00 TO 2+44.31 900 Congress Ave. Suite L-100 PLAN/PROFILE — FAIRCREST DRIVE, STA. 0+00 TO 12+00 PLAN/PROFILE — FAIRCREST DRIVE, STA. 12+00 TO 22+80.59 78701 PLAN/PROFILE —CLOUD LANE, S'fA. 0+00 TO 2+90.26 T�(Austin 1/\, STEWART DRIVE, STA. 0+13 TO 1+50 (512) 801-8832 GRADING PIAN (1 OF 2) z GRADING PLAN (2 OF 2) DETENTION PON d PLAN & DETAILS pi eN IpRoFii F — nRewerc cueuun c mr, o n. SHEET NO. 2 3 4 5 '6 9 10 11 12 13 14 15 16 17 18 19 20 FIGURE W FIGURE S STORM SEWER PIPE 1, 2 & 3 PLAN/PROFILE — DRAINAGE CHANNELS NO. 1, 4 & 51 STORM SEWER PIPE 4, 5 & 6 ENTRANCE CULVERT PLAN/PROFILE — DRAINAGE CHANNELS NO. 6 & 7 STORM SEWER PIPE 7, 8, 9 & 10 PLAN/PROFILE — WATERLINE W-2, STA. 0+00 TO 11+50 PLAN/PROFILE — WATERLINE W-2, STA. 11+50 TO 23+64.41 PLAN/PROFILE — WATERLINE W-1, STA. 0+00 TO 1+87.13 WATERLINE W-3, STA. 0+00 TO 1+00.09 WATERLINE W-4, STA. 0+03 TO 2+95.22 WATERLINE W-5,, STA. 0+00 TO 1+22.50 PLAN/PROFILE — SANITARY SEWER LINE S-2, STA. 0+00 TO 12+00 PLAN/PROFILE — SANITARY SEWER LINES .2, STA. 12+00 TO 23+79.49 PLAN PROFILE — SANITARY SEWER LINE S,,1, STA. —0+05.66 TO 1+75.69 SANITARY SEWER LINE S-3, STA. 0+00 TO 2+23.96 SANITARY SEWER LINE S-4, STA. 0+00 TO 1+04.80 STREET & PAVEMENT DETAILS DRAINAGE DETAILS S.E.T. DETAILS WATERLINE DETAILS SANITARY SEWER DETAILS SHEET NO. 2 3 4 5 '6 9 10 11 12 13 14 15 16 17 18 19 20 FIGURE W FIGURE S @--E E E E E � E E E E E E- E E E E E E E -------- - --- - ------ ----- --- -- - ---- ---------- ---- - - - - ------ --- - - - -%� -- -I- -� I I f% I I I LOCI2 ._ -I--------'• I� I I I �.--'` I I i I I I I I ___-__________.__-'r I I I I f l _ 24 2 -�---__...�- �`•�___.- /-' 1 1� f � 13 14 1 1 17 181/*"---' r 1 21 23 ` f/ CON RETE RIPRAP / " 45 s -% STA. 20 40 SAGEWOOD RIVE ..----= � I I I I I II I I � � I - � L OWN I I //' STA. 0+ 0 STEWART DRI E / 301.70 TC -----------=------------------- -- f -y-- ----- ------ ------ - - - - - - - - - - - -- CURB ------------ ----- _ / / - - - - - - - - - - - - - - - - - - - - - - - 305.54 T 301.65 _...- ._ ._,....,..,. \ S- S-8 S-8 S-8 S- - S-8 S 8� S-8 S-8 S 8 S-8 S-8 S-8 S-8 5-8, el S- S S-8 S-6 S-6 S -b S-6-S-6IAWnnwq 301.40 TC y 301.21 TC \ 305.21 Tl CURB - - +00 3+00 4+00 +00 16 - _� 17+00 18+0� 0_27 50° - 19 -_ - 20+0d,� - o �- 21 + - 22+00 301.21 Tc 22+80.9 I p V ROW f 301.10 n ' ��- 1 aircrest Drive -� a72 rn 1.0 0 � lr 0 Fa crest Co 30 5 T ,_ _ ... .._ ...-,-.,--.-._..:-;•:, . _.-N,,,<,- ....... ,-..--c:z,..... ._-., .. , ter.- :-rr ,. ,. a ...,,,Q, 'i'.' < '^a,+ .1. i. i.A;' h } i,S: -h., h.... - kt 'uu-„ w„1 e,:x.....,: �...�ti.:. - .n--.. ,300.40 TC .J d v.93wS . ,�;;:,.�� •--�'�� 300.48 / W-8 W-8 W-8 W 8 W-8 W-8 W-8 W-8 -8 W- W-8 W-8 W-8 ¢W-8 W 8 W-8 W-8 -8 W-8 W- W- 4 8 W-3 -W-3 L _ s HANDICAP RA PROPOSEDCD ----- ----- // ----- --- -- -� -- -- _-- --- --- - -- HANDICAP R� SIDEWA K 300.70 TG --_ L 4 / I PROPOSEd 4 I I ( ( I -�' ( I I Ilm I HANDICAP RAMP SIDEW LK � 11 12 3�"..._ 4 17 1 1 I o(D I 31 I � 4- 7 I I I i j -.I--'" _ I: I I I I I ► t- I I I C 2 ---- - ----- - I --�` --r_--_! 1 -4"- ROCK RIPRAP 1-130 Te19 \310.80 ( \TEMP RARY TURNAROUND apo ••o0A CUL- -SAC NOTE: 1. TOPO RAPHY SHOWN IS \ FROM A RIAL TOPOGRAPHY 9.92 TB PREPAR D FOR THE OWNER OF THE P OPERTY IN 1997. ti 98.72 TB I � 0 I 98.72 TB ' L I L/ 40 ZO 0 67 TB SCALE IN ET p I L = 297.0 I FL \= 296.8 PROFILE SCALE 1"=40' HORZ. 1"=4' VERT. 12+00 13+00 114+00 15+00 16+00 PROF ILE - FAIR.,C i<t�� 19+00 21+00 22+00 NOTES: 1. EXISTING GROUND PROFILE SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED FOR THE OWNER OF THE PROPERTY IN 1997. 2. REFER TO STREET DETAILS SHEET FOR TYPICAL STREET CONSTRUCTION DETAILS. 3. TEMPORARY TURNAROUND CUL-DE-SAC SHALL HAVE LIME STABILIZED SUBGRADE- TO A DEPTH OF 6" AND CRUSHED LIMESTONE BASE MATERIAL TO A DEPTH OF 8". LEGEND TC = TOP OF CURB TG = TOP OF GROUND TB = TOP OF BASE MATERIAL TI = TOP OF INLET TP FAIRCREST F IRCREST PAVEMENT - 0- L PVI STA - 14+00 W r DO 0 � N s DRIVE COURT N 0� �_ o PVI ELEV = 309.50 W z� Qa C A.D. _ -0.43 'STA. 20+40 320 - 320 50.0 VC I PVI STA 17+00 PVI ELEV = 305.80 1 A.D. 0.33 0 K' = 50.00 Lo o I 50.0()' VC I PVI STA = 21+00 -t+ o PVI ELEV = 302.20 v vi w . A.D. 0.10 - _ _ _ _ - - � m m w w `- `n r K = 00.00 312 - 1 - cc> 312 EXISTING � 0 50.00' VC GROUND 6i 1.1 • > m >. m > LO 04 r-_ d" __ _- _. -_ __ __ > Lil { N Lo O N O 04 0 ''� NOTE: _ - U v 0'' v cri iw REFER T PLAN VIEW FO _ - - - - _ - - - m m > > CUL-DE AC TOP OF - - - - w w CURB AN TOP OF INLET 04 -0. 07 ELEVATIONS IN THIS AREA.304 DESIGN _ GRADE -- -- ------ 298 I 298 j z T P OF CURB 0 ELEVATION 0) U 60 07 O r� 00) d 00 N cfl O d- ONO � 0 Ln 00 � O •- � c0 � N 00 + 0 N z O O O 6 Oi 00 00 � r c0 d d d rrj tYj O N N d0 f M r0 V) �O ° M V')� V) O � O Q D VI LU 12+00 13+00 114+00 15+00 16+00 PROF ILE - FAIR.,C i<t�� 19+00 21+00 22+00 NOTES: 1. EXISTING GROUND PROFILE SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED FOR THE OWNER OF THE PROPERTY IN 1997. 2. REFER TO STREET DETAILS SHEET FOR TYPICAL STREET CONSTRUCTION DETAILS. 3. TEMPORARY TURNAROUND CUL-DE-SAC SHALL HAVE LIME STABILIZED SUBGRADE- TO A DEPTH OF 6" AND CRUSHED LIMESTONE BASE MATERIAL TO A DEPTH OF 8". LEGEND TC = TOP OF CURB TG = TOP OF GROUND TB = TOP OF BASE MATERIAL TI = TOP OF INLET TP = TOP OF PAVEMENT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JANUARY 28, 2005. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 0 _ n N O U)- U), I << 0 } m W' mom w O z Z . C-)oo� z O U)N W z o> o Ld > w. Lij U) U) W O < 00 N D ' o< z T_ W U) Q 0- L W W DO 0 = IL o — — o , — — Co STA. 45.26 STEWART DRi VE STA. 10 FAIRCREST D.RI T T I LAYDIOWN I NDICAP RAMO M CJURB \. I t , I LAYDO NS1 S-8 ^Q m cr- r` F- .:: � U co � z ¢m � M p so' 2r i T �-� � i 00 Z --- VM o o z TT R W 0 t '' I- tr w o =D -J —?*'fir', ,; + , 'htt 'a "i. ,.• a5 ..-i . C?^ v W-8 ;L-8 W-8� f l h I v O. y am O M f � PRPOSED 4' D f� Off, _ SID WALK '� \ SID �' I HANDICAP MP � HANDICAP RAMP �2 f \ ---- _ I , — — -_ — r,l01 140 = TOP O CURB TG — — — — Go n � OF 312 TB 20 { M TI I}L , . OF 7� 1 ( 320 OF I EXISTING I 0 _ I O ( co ci ^ NOTE: V) — — — — + ES�c o — !— — 1. TOPOGRAPHY SHO N IS H Iwo. U SEE PLAN -- -- Q z FROM AERIAL TOPOGR PHY T i ►� , ` I 304 c� rry i ary FOR ' CON TRUCTION I PREPARED .FOR THE WNER OF o U i I _1��14q j moo OF TEMPORARY THE PROPERTY .IN 19 7. W 9-4t- - LZZ TURNAROUND ti 312 U 10. -1 7 �� 94q � S� 312 T )T =r] 0 QQU _❑ Li o GRADE o�Q W U IY W _ EXIS 04 40 20 0 40 I I p GRO 5' Go 3 ) SCALE IN. FEET Z IL o — — o , — — Co STA. 45.26 STEWART DRi VE STA. 10 FAIRCREST D.RI T T I LAYDIOWN I NDICAP RAMO M CJURB \. I t , I LAYDO NS1 S-8 ^Q m cr- r` F- .:: � U co � z ¢m � M p so' 2r i T �-� � i 00 Z --- VM o o z TT R W 0 t '' I- tr w o =D -J —?*'fir', ,; + , 'htt 'a "i. ,.• a5 ..-i . C?^ v W-8 ;L-8 W-8� f l h I v O. y am O M f � PRPOSED 4' D f� Off, _ SID WALK '� \ SID �' I HANDICAP MP � HANDICAP RAMP �2 f \ ---- _ I , — — -_ — r,l01 140 = TOP O CURB TG — — — — Go n � OF 312 TB 20 { M TI I}L , . OF 7� < 320 OF I EXISTING W 0 _ O M O VIEW co ci ^ DESIGN V) FOR CONSTRUCTION N ES�c o \ _ -——j— H :o O + U SEE PLAN -- -- Q z TURNAROUND T i ►� , ` I 304 c� rry i ary FOR ' CON TRUCTION � W o U ZI _1��14q j moo OF TEMPORARY J.00 W 9-4t- - LZZ TURNAROUND ti 312 U 10. -1 7 �� 94q � S� 312 DESIGN =r] 0 QQU _❑ Li o GRADE PROFILE SCALE 1"=40' HORZ. 1"=4' VERT. U+UU 1+00 2+00 3+00 PROFILE - CLOUD LANE = TOP OF CURB TG = TOP OF 312 TB 20 { M TI I}L , . OF 0 ! 320 OF I EXISTING W 0 _ O M >� VIEW co ci GROUND DESIGN V) FOR CONSTRUCTION N ES�c o \ _ <C H :o O + U SEE PLAN VIEW Q z TURNAROUND 909 304 � i ary FOR ' CON TRUCTION � W o U ZI _1��14q j moo OF TEMPORARY W 9-4t- - LZZ TURNAROUND ti 312 U 10. -1 7 �� 94q � S� 312 DESIGN =r] 0 QQU _❑ Li o GRADE o�Q W U IY W _ EXIS 04 ng-) p GRO ND 304 Z 296 i ID z z 0 0 Q. I f f + N, . Cd k. U —~I Z TOP OF CURB z 0 i i I i ELEVATION I fi?I of ELEVATION J T J z � (i �� o p o , I ry :HANDICAP AM r700 r7 r7 LO 0Q r7 I r O+ UU 04 ± o) II a- F- J Jf- II II i, LLJ i cnww I�cnww J J V)cnww r -dM ___I z (01 (~ L0 -(00 �d�� I�O� W I— � I op �NN NN "NN N p 0z L0 { MM } MIS t7t� LON1� oQ Z -f. O W W Q W W W W 00 11 � j r7 M J J f— J —! !— IJ �= J M Q M F- W.� J Z cnm cnWw cnwW cnww cnww U+UU 1+00 2+00 3+00 PROFILE - CLOUD LANE / I I co I I l i I I 1 I I I m I I is TA. 0+00 STEWART DRIV ISTA. 20+40 FAIRCREST Df 11 I N f HANDICAP RAMP ( o CURB S �ZQ Coto Q oo art D e 27 o _ O 00+ l \itvlT R� M Zf I, m m in .,., t- � r` _ F _ ..�;.. r.2i�%li,;t `.w1�r:Si�_.. }rah LL�..'. yinj'.'��.:... ?:S:k�'^l. r.•y 8 S-8 S-8 S- rn � ( FROPO ED 4 y � SID WALK- { I I % 4 3 i I i .0000 J -- I r,� rn N' u Ij 40 20 0 40 SCA E IN FEET NOTE: 1. TOPOGRAPH SHOWN IS FROM AERIAL OPOGRAPHY PREPARED FOR OWNER OF C THE PROPERTY IN 19 NO I = TOP OF CURB TG = TOP OF 312 TB �a { M TI I}L , . OF 0 ! = TOP OF I W 0 _ O M >� VIEW co ci r- U u DESIGN V) FOR CONSTRUCTION N ES�c o GRADE <C H :o O + U 04 1-Z Q z TURNAROUND Q 304 � i ary q Mt � W o U ZI _1��14q j moo O W -2.00q LZZ ti 131 U m —j � S� if ❑ =r] 0 QQU _❑ Li o o�Q W U IY W -•1 EXIS ING ng-) p GRO ND Z 296 i ID 296 z 0 Q. I f f + N, . Cd k. W> —~I f TOP OF CUR z 0 i i I i ELEVATION I fi?I of i T I I � (i �� o p o , I 0+o :HANDICAP AM r700 r7 r7 LO 0Q r7 I r O+ / I I co I I l i I I 1 I I I m I I is TA. 0+00 STEWART DRIV ISTA. 20+40 FAIRCREST Df 11 I N f HANDICAP RAMP ( o CURB S �ZQ Coto Q oo art D e 27 o _ O 00+ l \itvlT R� M Zf I, m m in .,., t- � r` _ F _ ..�;.. r.2i�%li,;t `.w1�r:Si�_.. }rah LL�..'. yinj'.'��.:... ?:S:k�'^l. r.•y 8 S-8 S-8 S- rn � ( FROPO ED 4 y � SID WALK- { I I % 4 3 i I i .0000 J -- I r,� rn N' u Ij 40 20 0 40 SCA E IN FEET NOTE: 1. TOPOGRAPH SHOWN IS FROM AERIAL OPOGRAPHY PREPARED FOR OWNER OF C THE PROPERTY IN 19 NO I = TOP OF CURB TG = TOP OF 312 TB f { .I TI I}L , . OF INLET TP = TOP OF I W 0 _ SEE PLAN VIEW co ci r- U u DESIGN V) FOR CONSTRUCTION N -o L � o GRADE <C OF TEMPORARY V) U 04 1-Z � z TURNAROUND Q 304 � 1.80%-3 0 q w � W o U ZI _1��14q j moo O W -2.00q LZZ ti 131 U m —j � S� ❑ =r] 0 QQU _❑ Li o�Q W U IY W -•1 EXIS ING / I I co I I l i I I 1 I I I m I I is TA. 0+00 STEWART DRIV ISTA. 20+40 FAIRCREST Df 11 I N f HANDICAP RAMP ( o CURB S �ZQ Coto Q oo art D e 27 o _ O 00+ l \itvlT R� M Zf I, m m in .,., t- � r` _ F _ ..�;.. r.2i�%li,;t `.w1�r:Si�_.. }rah LL�..'. yinj'.'��.:... ?:S:k�'^l. r.•y 8 S-8 S-8 S- rn � ( FROPO ED 4 y � SID WALK- { I I % 4 3 i I i .0000 J -- I r,� rn N' u Ij 40 20 0 40 SCA E IN FEET NOTE: 1. TOPOGRAPH SHOWN IS FROM AERIAL OPOGRAPHY PREPARED FOR OWNER OF C THE PROPERTY IN 19 NO I PROFILE - STEWART DRIVE Horizontal Alignment PI Station Report. Desc: Cloud Lane - Phase 1 PI Station Northing Easting Distance Direction --------------------------------------------------------- 0+00 10176391.7787 3564060.5194 342.6334 S 42-47-47 W 3+42.63, 10176140.3634 3563827.7361 Horizontal Alignment PI Station Report. Desc: Stewart Drive - Phase 1 PI Station --------Northing------ Easting------Distance Direction ----------------------------------------------------------- 0+00 10175592.2068 3564710.2777 202.3713 S 42-47-47 W 2+02.37 10175443.7122 3564572.7878 NOTES: 1. EXISTING GROUND PROFILE SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED FOR THE OWNER OF THE PROPERTY IN 1997. 2. REFER TO STREET DETAILS SHEET FOR TYPICAL STREET CONSTRUCTION DETAILS. LEGEND TC = TOP OF CURB TG = TOP OF 312 TB =: TOP OF BASE MATERIAL TI 312 OF INLET TP = TOP OF PAVEMENT W 0 _ SEE PLAN VIEW co ci r- U u DESIGN V) FOR CONSTRUCTION N -o L � o GRADE <C OF TEMPORARY V) U 04 1-Z � z TURNAROUND Q 304 � 1.80%-3 0 q w � W o U ZI _1��14q j moo O W -2.00q LZZ ❑-J� U m —j � S� ❑ � 0 QQU _❑ Li o�Q W U IY W -•1 EXIS ING ng-) GRO ND Z 296 296 z 0 Q. 1= U W> —~I f TOP OF CUR z 0 i i i ELEVATION O o of I �� o p o I rn r �-00 r700 r7 r7 LO 0Q r7 r O+ C14 04 ± o) II a- F- J Jf- nj o < LLJ cnww I�cnww J J V)cnww r0 ___I z PROFILE - STEWART DRIVE Horizontal Alignment PI Station Report. Desc: Cloud Lane - Phase 1 PI Station Northing Easting Distance Direction --------------------------------------------------------- 0+00 10176391.7787 3564060.5194 342.6334 S 42-47-47 W 3+42.63, 10176140.3634 3563827.7361 Horizontal Alignment PI Station Report. Desc: Stewart Drive - Phase 1 PI Station --------Northing------ Easting------Distance Direction ----------------------------------------------------------- 0+00 10175592.2068 3564710.2777 202.3713 S 42-47-47 W 2+02.37 10175443.7122 3564572.7878 NOTES: 1. EXISTING GROUND PROFILE SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED FOR THE OWNER OF THE PROPERTY IN 1997. 2. REFER TO STREET DETAILS SHEET FOR TYPICAL STREET CONSTRUCTION DETAILS. LEGEND TC = TOP OF CURB TG = TOP OF GROUND TB =: TOP OF BASE MATERIAL TI = TOP OF INLET TP = TOP OF PAVEMENT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JANUARY 28, 2005. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. _ z a v to U W 0 _ o � 0) co ci r- U u J~+0 V) o N -o L � o <C > V) U o 1-Z � z Q � j in w � W o U ZI j moo O W _! LZZ ❑-J� U m —j � S� ❑ � 0 QQU _❑ Li o�Q W U IY W -•1 ng-) Z O Q. W> z 0 O of o W r (10 L0 W I— � I Q N I oQ Z V) U') 00 U A� U L0 -M v SHEET 5 OF 20 NLO oF- r o ■ UE0� � r � _ s v I rn a v to U W (D C- � 0) co ci r- U u SHEET 5 OF 20 NLO 0 r ■ CW/� � � Q A N F- 0 co ' C/) J~+0 o o W �•- -o L � o <C > LL o 1-Z � z Q � 06 C j � W o U ZI j W O W _! z ❑-J� U m � S� ❑ � 0 _❑ o�Q W W J U~� SHEET 5 OF 20 H 9.92 TB - ?98.72 TB �99�67 TB En r-4- I )0.80 1 . . . . . . . . . . EXISTING GROUND t 300.4 T I I ET #6 TOE WALL m TOP OF WALL PIPE 7T TOP OF WALL=294.0 ALL=294.0 I I 30$j 300.70 TG PIPE #8 30" CONCRETETOP OF TOP OF S.E.T. X SLAB=292.70 r 771 SLAB=292.70 m � 2'x1'x2' HIGH CIA 26 DISSIPATOR BLOCKS m 29 '1Z 31 ...93.0 CHANNEL #6 r# FL=292.95 L=292.95 55' 10, m TOP OF TOP OF WALL -299.0 2 ALL -299.0 4" R OCK RIPRAP L=293.05 FL=293M 190 SF m 1'x2'x1' DEEP -T 80 TB I 1\ 30 15 0 30 ADO SCALE IN FEET TOP OF TOP OF WALL=294.0 ALL=294.0 m TOP OF TOP OF SLAB=293.25 SLAB=293.25 m TOE WALL Pond Outlet Structure Detail N.T.S. 8" THICK R" THIrK WALLS m PON OUTLET STR,CTURE Orn IY m Im EXISTING CONTOUR (MAJOR) SEWER L FT EXISTING CONTOUR (MINOR) 1 *FILL MATERIAL USED TO ACH1EVF,,GRADE:IN, AR S TO RECEIVE ROW LINE PAVEMENT, AND OTHER AREAS, SHALL -,,BE - COMPACITED TO AT 0) 296. 0) LEAST 95% OF THE MAXIMUM DRY DENSUY AS,,bUERMINED BY C14 STATI THE. STANDARD PROCTOR TEST, (ASTM D698 rAT A MOISTURE PROPOSED STORM SEWER ROCK RIPR PROPOSED CONTOURS CONTENT. Ld OUTLET STRUCTURE CONCRETE CHANNEL LINING 2. ROCK RIPRAP SHALL BE 6" TO 12" PIECES PLACED TOA rK (6"X1 2" CK) MINIMUM DEPTH OF 12", UNLESS OTHERWISE NOTED. in ROCK RIPRAP O 3. THE TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY TOP OF PREPARED FOR THE OWNER OF PROPER 'a- 0 415 SF RU .SHALL HAV. 4. ALL CONCRETE FOR PAVEMENT CONST A BA ELEV. 300.0 SEWER TREATMENT MINIMUM CEMENT CONTENT OF 5 SACKS ER CUBIC YARD. I T E AXIMUM PERCENTAGE OF RE CEMENT OF PORTLAN EMENT SHALL 0 PERCENT. - PLANT 0 Ej- C '0 moo < 0 r M C n M N j q Zw0 0 Df, 0 Q) Ld U) LC) 0 r L,J < BASE PAD-ELEV. 300.0 pl0 ERFLO S 0 < 0 0 10' C as Q ELEV.=297.5 -4- 0C) C- 0 � E oal a N 0) sl_ T) N 0) 0 = 1" � 0 0.) de C 4 V M IX L M U) 06 CL 1 in Z z 0 ROCK RIPRAP U) (6"X12" ROCK) Z C) 1915 SF I 1\ 30 15 0 30 ADO SCALE IN FEET TOP OF TOP OF WALL=294.0 ALL=294.0 m TOP OF TOP OF SLAB=293.25 SLAB=293.25 m TOE WALL Pond Outlet Structure Detail N.T.S. 8" THICK R" THIrK WALLS m PON OUTLET STR,CTURE Orn IY m Im 11 2'8- 2'8' 6" THICK SLAB Pond Outlet Structure Section A -A N.T.S. -90 10, 8" THICK .8" THICK' WALLS WALLS ..7-299.0 ..-296.5 4;6»": -295.0 -293.0 2'8- 2-8" 6" THICK SLAB Pond Outlet Structure Section B -B N.T.S. 18 6" Typical Toewall Detail N.T.S. 10' Elev. 299.5 Typical Pond Berm N.T.S. %.7RmZ)a LINED CHANNEL VARIES 4 101 Channel # 1 Typical Section N.T.S. r^M nc =MLA E Channel # 2 Typical Section N.T.S. Typical Overflow Spillway N.T.S. Typical Section N.T.S. EXISTING GROUND GRASS LINED CHANNEL VARIES 1 4 4 Channel # 3, 5 & 7 Typical Section N.T.S. LEGEND 310 EXISTING CONTOUR (MAJOR) GRADING CONSTRUCTION N ES: EXISTING CONTOUR (MINOR) 1 *FILL MATERIAL USED TO ACH1EVF,,GRADE:IN, AR S TO RECEIVE ROW LINE PAVEMENT, AND OTHER AREAS, SHALL -,,BE - COMPACITED TO AT 0) PROPERTY LINE 0) LEAST 95% OF THE MAXIMUM DRY DENSUY AS,,bUERMINED BY C14 FLOW DIRECTION THE. STANDARD PROCTOR TEST, (ASTM D698 rAT A MOISTURE PROPOSED STORM SEWER CONTENT FROM 2% BELOW TO 47. ABOVE THE OPTIMUM MOISTURE PROPOSED CONTOURS CONTENT. Ld OUTLET STRUCTURE CONCRETE CHANNEL LINING 2. ROCK RIPRAP SHALL BE 6" TO 12" PIECES PLACED TOA rK CONCRETE RIPRAP MINIMUM DEPTH OF 12", UNLESS OTHERWISE NOTED. in ROCK RIPRAP O 3. THE TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED FOR THE OWNER OF PROPER 'a- 0 �1�6 RU .SHALL HAV. 4. ALL CONCRETE FOR PAVEMENT CONST A MINIMUM 28 -DAY COMRESSIVE STRENGTH F 3000 PSI WITH MINIMUM CEMENT CONTENT OF 5 SACKS ER CUBIC YARD. I T E AXIMUM PERCENTAGE OF RE CEMENT OF PORTLAN EMENT SHALL 0 PERCENT. - 5. REINF CING STEEL SHALL BE GRADE 60 (60,000 PSI). 0 11 2'8- 2'8' 6" THICK SLAB Pond Outlet Structure Section A -A N.T.S. -90 10, 8" THICK .8" THICK' WALLS WALLS ..7-299.0 ..-296.5 4;6»": -295.0 -293.0 2'8- 2-8" 6" THICK SLAB Pond Outlet Structure Section B -B N.T.S. 18 6" Typical Toewall Detail N.T.S. 10' Elev. 299.5 Typical Pond Berm N.T.S. %.7RmZ)a LINED CHANNEL VARIES 4 101 Channel # 1 Typical Section N.T.S. r^M nc =MLA E Channel # 2 Typical Section N.T.S. Typical Overflow Spillway N.T.S. Typical Section N.T.S. EXISTING GROUND GRASS LINED CHANNEL VARIES 1 4 4 Channel # 3, 5 & 7 Typical Section N.T.S. LEGEND 310 EXISTING CONTOUR (MAJOR) EXISTING CONTOUR (MINOR) 1: ROW LINE PROPERTY LINE FLOW DIRECTION PROPOSED STORM SEWER PROPOSED CONTOURS OUTLET STRUCTURE Io CONCRETE CHANNEL LINING 112:1 CONCRETE RIPRAP No ROCK RIPRAP THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P.. SCHULTZ P.E., LICENSE NO. 65889, ON JANUARY 28, 2005. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 0 Uj 1: < m 0 Ej- '0 moo < 0 5; Zw0 0 Df, 0 Ld U) LC) 0 L,J < pl0 0 < 0 0 U-) 00 Q -4- 0C) C- 0 � E oal a N 0) sl_ N 0) 0 = 1" � 0 0.) w U) 06 CL 1 in Z z 0 U) 0. Z C) m:) Z 0 () 0 U) 0 w w 0 z N g 0 F - 0 Z W w w i00 I I 1 1 I 3 I F- �� 00 1 T Tob i ` � I I \ r \ � TT�' 1 �CIS , o 40. m 1 \ _I - - - - - -LLJ --- Z u O f H s 0] Q LO ]� () O / aliv T I - m ". ; u 4N r` u s1v:a.1W,...,ii ,��'�- 't U. � „ � L a., �.u', W- W-ao o _ y f ISS \ �X U T I� T; N W U h �f + \ Wr "I \tom W 28'5 L 6 l2 `° Oo Zn Iii` m �Cf)c EL 0 T =TI o o LU i PROFILE SCALE 1 " = 40' HORZ 1 " = 4' VERT. N Ofi&, TOPOGRAPHY --S TOPOGRAPHY P IN 1997. W-8 ISagewooct Driv,c, O Y� O cV W a z WLL IN- i tib O z I C3 17 Cd ( + IN G ROM AERIAL FOR THE OWNER QZ = TOP STRUCTURAL 0I TG ( BACKFILL GROUND NON-STRUCI LIJ I W 12" CONCRETE I ZQ N zo I2 CL 6: UF LO O O = I CO PER TXDOT STANDARDS I 1 I cr, i00 I I 1 1 I 3 I F- �� 00 1 T Tob i ` � I I \ r \ � TT�' 1 �CIS , o 40. m 1 \ _I - - - - - -LLJ --- Z u O f H s 0] Q LO ]� () O / aliv T I - m ". ; u 4N r` u s1v:a.1W,...,ii ,��'�- 't U. � „ � L a., �.u', W- W-ao o _ y f ISS \ �X U T I� T; N W U h �f + \ Wr "I \tom W 28'5 L 6 l2 `° Oo Zn Iii` m �Cf)c EL 0 T =TI o o LU i PROFILE SCALE 1 " = 40' HORZ 1 " = 4' VERT. N Ofi&, TOPOGRAPHY --S TOPOGRAPHY P IN 1997. W-8 ISagewooct Driv,c, O Y� O cV W a z WLL IN- i tib O z I C3 17 Cd ( + IN G ROM AERIAL FOR THE OWNER QZ 312+00 313+00 314+00 J -10+uu PROFILE Drx/%1NAGE.CHAN-N CULVERT 12" RCP S.E.T. S.E.T. J `f' + 6:1SLOPE I I ` + I 3 3 3 3 /400or 40 20 0 40 SCALE IN FEET = TOP STRUCTURAL CURB TG = TOP BACKFILL GROUND NON-STRUCI RAL OF NON-STRUCTURAL 12" CONCRETE S.E.T. OF 12" CONCRETE 6: SLOPE OF S.E.T. PER TXDOT STANDARDS 6:1 SLOPE ]ROADWAY PER TXDOT 328 DESIGN MPADE BACKFILL STANDARDS 328 EXISTING GROtJND BAC FILL W iiimgi o Z U O, 2.13% GRADE Q TO U-) L;_i ENTRANCE 320 320 CULVERT, 60 LF 320 IY O W O J LL_ 12" RCP TOP OF I N LET 0. 4 STR L J CTU RAL O N I- W EL =313.34 TO 313.51 BA "KFILL w w 00 IN o 0 312 J z N M II II > LLT M I1i n M 312 15' RECESSED PIPE NO. 6 ZI- D D Z O 11 Z I_ TOP OF INLET NO. 324" = W R P W- W LL_ ELEV.=313.34 TO 313.51 ROADWAY (n 23.6 LF @ 2.00% O CO (n O rfi 15' RECESSED DESIGN rn L0 O I 00 O Z+ W + 0 + z+ Q 0, N r O to r P7 M GR DE HEADWALL WITH � IN U) Cj Q t4- H N 0`1 M C14 In F¢- LL_ F�- PIPE NO' 5 U � (n Ln WI GWALLS - to V) _ � i0 I D V) CD I` rn O 0) � � U a: Co 24" T&G RCP T_ -- ------' W Q W .30.2 LF @ 1.00% W o- ' z 06 W O LjL LL, F- O 06 j ��U 0. mZ _ -- '" W O olesI.IZ 312 312 Z ZW Q QQ{- w U W m .- - - _ � 1 C Q Q Z W - ' 24" CONCREFE S.E.T. g / ----- --------'' 4:1 SLOPE PER TXDOT ST NDARDS DRAINAGE CHANNEL r U. o ' 0.60 CONCRETE ROCK RAINAGE CHANNEL RIPRAP NO. 4 FLOWLI E 304 304 DRAINAGE CHANNEL PIPE N0. 4 6" SEWER -LINE S-2 0. 1 FLOWLINE 24" T&G RCP 23.1r LF @ 0.60% 8" WATER LINE W-2 N 1'7 (0 00 0 N N 00 N DO -100 OM t- CO In DO I\ O 0. N 0 . Z C"I O O O O O M O r .� 111 n~ "� ~ '� N 296 296 R5Oz Oz - Oz - o &Ez II LO L �� i iii L L1_I 0) W Z 0) d In d tf7 N O N 00 U-) r r- N c0 00 Cn (0 01 CD 1r� 00 ON W N 10 00 00N 4 6 �. � CD 00 00 00 rn N C\j C14 C14 _ O I j r� n r� r7 rO. r7 0) t� t� � 00 r`) N o M04 Cn LO N CD a0 O o Q Q oCp Q O `- M M n vi �o to u): n n (n (n n n V) n U) V)n V) i)- cQ�n0 "7,-,:, „r, 740 r,n -410_L1)n 312+00 313+00 314+00 J -10+uu PROFILE Drx/%1NAGE.CHAN-N CULVERT 12" RCP S.E.T. S.E.T. J `f' + 6:1SLOPE I I ` + I 3 3 3 3 /400or 40 20 0 40 SCALE IN FEET 330+00 331+00 Horizontal Alignment Station and Curve Report Desc: Drainage Channels 1, 4 & 5, Pipes 4, 5, & 6 j Desc. StationSpiral/Curve DataNorthingEasting ----- ------- -------- ------------9---------------------------------------------- til PI 312+00 10175859.8330 3563759.3550 ----------Len th�-------289.88 Course: N 13-14-10 W -------------------------------- PI 314+89.88 9 10176142.0144 3563692.9823 Len th: 101.92 Course: N 42-47-47 E ---------- Delta:- 56-01 -57 -------------------------------------------- L'J Tangent Data 312+00 10175859.8330 3563759.3550 314+47.32 10176100.5793 3563702.7284 --------- Length_ 247.32 Course: N 13-14-10 W -------------------------------------------- Circular Curve Data PC 314+47.32 10176100.5793 3563702.7284 RP 10176118.8965 3563780.6031 PT 315+25.55 10176173.2480 3563721.9013 Delta: 56-01-57 Type: RIGHT Radius: 80.00 DOC: 71-37-11 Length: 78.24 Tangent: 42.57 Mid -Ord: 9.37 Extemal: 10.62 Chord: 75.76 Course: N 14-46-48 E Es: 10.62 ----------------------------------------------------------- PI 315+84.91 10176216.8012 3563762.2268 Length: 135.63 Course: N 42-47-47 E Delta: 0-00-00 ----------------------------------------------------------- Tangent Data 315+25.55 10176173.2480 3563721.9013 315+84.91 10176216.8012 3563762.226B ----------Length --59.36 Course: N 42-47-47 E ------ -------------------------------- PI 317+20.54 10176316.3230 3563854.3732 Length: 8.00 Course: N 42-47-44 E Delta: 0-00-03 ----------------------------------------------------------- Tangent Data L 315+84.91 10176216.8012 3563762.2268 317+20.54 10176316.3230 3563854.3732 Length: - Course: N 42-47-47 E ----_--- -------- 135.63 PI 317+28.54 10176322.1931 3563859.8081 Len th: 23.48 Course: N 42-47-42 E ---------- Delta: 9 -- 0-00-01 -------------------------------------------- Tangent Data 317+20.54 1017631.6.3230 3563854.3732 317+28.54 10176322.1931 3563859.8081 Length: --------------------8.00 --Course N 42-47-44 E PI 317+52.02 10176339.4251 3563875.7624 Length: 3.50 Course: N 42-47-40 E ---------- -__- Delta:--- 0-00-020-- 'Tangent Data 317+28.54 10176322.1931 3563859.8081 317+52.02 10176339.4251 3563875.7624 Length: Course: N 42-47-42 E --------- -_------ -------------------------------- PI 317+55.52 10176341.9935 3563878.1403 Length: 30.26 Course: N 42-47-47 E Delta: -7 --------------------- -- -0- ------------------------------- -- Tangent Data 317+52.02 10176339.4251 3563875.7624 317+55.52 10176341.9935 3563878.1403 Length: 3.50 Course: N 42-47-40 E PI 317+85.78 10176364.1942 3563898.6958 Len th: 3.49 Course: N 42-47-33 E ---------- Delta: 9 -- 0-00-14 -------- -------------------------------- Tangent Data 317+55.52 10176341.9935 3563878.1403 317+85.78 10176364.1942 3563898.6958 Length: �Course: N 42-47-47 E --------30.26 -- PI 317+89.27 10176366.7578 3563901.0690 Length: 23.59 Course: N 42-46-52 E D 0-00-41 ------ --------- -- --------------------------------------- Tangent Data 317+85.78 10176364.1942 3563698.6958 317+89.27 10176366.7578 3563901.0690 Length: 3.49 Course: N 42-47-33 E ------------9---------------------------------- PI 318+12.86 10176384.0719 3563917.0916 Length: 2.83 Course: N 42-46-52 E Delta: 0-00-00 ------------- ------------------------------------ -----Tangent Data 317+89.27 10176366.7578 3563901.0690 318+12.86 10176384.0719 3563917.0916 Length: 23.59 Course: N 42-46-52 E --------------- ------------------------------------------ PI 318+15.69 10176386.1490 3563919.0137 Length: 90.14 Course: N 42-43-23 E Delta: 0-03-30 --------------------- --------------------------------- Tangent Data 318+12.86 10176384.0719 3563917.0916 318+15.69 10176386.1490 3563919.0137 Length: 2.83 Course: N 42-46-52 E ----------------------------------------------------------- PI 319+05.83 10176452.3681 3563980.1681 Length: 10.00 Course: N 42-43-23 E Delta: 000 ----------------------------------------------------------- Tangent Data 318+15.69 10176386.1490 3563919.0137 319+05.83 10176452.3681 3563980.1681 Length: 90.14 Course: N 42-43-23 E ----------------------------------------------------------- PI 319+15.83 10176459.7145 3563986.9527 ----------------------------------------------------------- Tangent Data 319+05.83 10176452.3681 3563980.1681 319+15.83 10176459.7145 3563986.9527 Length: 10.00 Course: N 42-43-23 E Horizontal Alignment PI Station Report. Desc: 12" RCP Entance Culvert PI Station Northing Easting DistanceDirection -_----- ---_-- - 330+00 10177015.0755 3563008.3311 37.6022 S 42-42-15 W 330+37.60 10176987.4429 3562982.8288 6.0004 S 42-42-15 W 330+43.60 10176983.0335 3562978.7593 59.9996 S 42-36-51 W 331+03.60 10176938.8780 3562938.1360 6.0000 S 42-42-15 W 331+09.60 10176934.4688 3562934:0667 20.0000 S 42-42-15 W 331+29.60 10176919.7715 3562920.5024 PROFILE -ENTRANCE CULVERT NOTES: 1. EXISTING GROUND PROFILE SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED FOR THE OWNER IN 1997. 2. STORM SEWER PIPE MATERIAL SHALL BE RCP, T&G ASTM C-76, CLASS III, UNLESS OTHERWISE NOTED. 3. REFER TO STORM SEWER DETAILS SHEET FOR EMBEDMENT & BACKFILL DETAILS AND INLET & HEADWALL DETAILS. LEGEND TC = TOP STRUCTURAL CURB TG = TOP BACKFILL GROUND TB = TOP OF BASE MATERIAL 12" CONCRETE S.E.T. OF 12" CONCRETE 6: SLOPE OF S.E.T. PER TXDOT STANDARDS 6:1 SLOPE ]ROADWAY PER TXDOT 328 DESIGN MPADE m STANDARDS 328 EXISTING GROtJND W iiimgi o Z U O, 2.13% GRADE Q TO U-) L;_i ENTRANCE DRAIN 320 CULVERT, 60 LF 320 IY O W O J LL_ 12" RCP 0.50% O N I- W M II 00 r (n w w 00 IN o 0 312 J z N M II II > LLT M I1i n M 312 ZI- D D Z O 11 Z I_ 11 Z O W = W � W- W LL_ i Q� (n L� O CO (n O rfi r`i rn L0 O I 00 O Z+ W + 0 + z+ Q 0, N r O to r P7 M CD �7_ � IN U) Cj Q t4- H N 0`1 M C14 In F¢- LL_ F�- U � (n Ln O to to V) 330+00 331+00 Horizontal Alignment Station and Curve Report Desc: Drainage Channels 1, 4 & 5, Pipes 4, 5, & 6 j Desc. StationSpiral/Curve DataNorthingEasting ----- ------- -------- ------------9---------------------------------------------- til PI 312+00 10175859.8330 3563759.3550 ----------Len th�-------289.88 Course: N 13-14-10 W -------------------------------- PI 314+89.88 9 10176142.0144 3563692.9823 Len th: 101.92 Course: N 42-47-47 E ---------- Delta:- 56-01 -57 -------------------------------------------- L'J Tangent Data 312+00 10175859.8330 3563759.3550 314+47.32 10176100.5793 3563702.7284 --------- Length_ 247.32 Course: N 13-14-10 W -------------------------------------------- Circular Curve Data PC 314+47.32 10176100.5793 3563702.7284 RP 10176118.8965 3563780.6031 PT 315+25.55 10176173.2480 3563721.9013 Delta: 56-01-57 Type: RIGHT Radius: 80.00 DOC: 71-37-11 Length: 78.24 Tangent: 42.57 Mid -Ord: 9.37 Extemal: 10.62 Chord: 75.76 Course: N 14-46-48 E Es: 10.62 ----------------------------------------------------------- PI 315+84.91 10176216.8012 3563762.2268 Length: 135.63 Course: N 42-47-47 E Delta: 0-00-00 ----------------------------------------------------------- Tangent Data 315+25.55 10176173.2480 3563721.9013 315+84.91 10176216.8012 3563762.226B ----------Length --59.36 Course: N 42-47-47 E ------ -------------------------------- PI 317+20.54 10176316.3230 3563854.3732 Length: 8.00 Course: N 42-47-44 E Delta: 0-00-03 ----------------------------------------------------------- Tangent Data L 315+84.91 10176216.8012 3563762.2268 317+20.54 10176316.3230 3563854.3732 Length: - Course: N 42-47-47 E ----_--- -------- 135.63 PI 317+28.54 10176322.1931 3563859.8081 Len th: 23.48 Course: N 42-47-42 E ---------- Delta: 9 -- 0-00-01 -------------------------------------------- Tangent Data 317+20.54 1017631.6.3230 3563854.3732 317+28.54 10176322.1931 3563859.8081 Length: --------------------8.00 --Course N 42-47-44 E PI 317+52.02 10176339.4251 3563875.7624 Length: 3.50 Course: N 42-47-40 E ---------- -__- Delta:--- 0-00-020-- 'Tangent Data 317+28.54 10176322.1931 3563859.8081 317+52.02 10176339.4251 3563875.7624 Length: Course: N 42-47-42 E --------- -_------ -------------------------------- PI 317+55.52 10176341.9935 3563878.1403 Length: 30.26 Course: N 42-47-47 E Delta: -7 --------------------- -- -0- ------------------------------- -- Tangent Data 317+52.02 10176339.4251 3563875.7624 317+55.52 10176341.9935 3563878.1403 Length: 3.50 Course: N 42-47-40 E PI 317+85.78 10176364.1942 3563898.6958 Len th: 3.49 Course: N 42-47-33 E ---------- Delta: 9 -- 0-00-14 -------- -------------------------------- Tangent Data 317+55.52 10176341.9935 3563878.1403 317+85.78 10176364.1942 3563898.6958 Length: �Course: N 42-47-47 E --------30.26 -- PI 317+89.27 10176366.7578 3563901.0690 Length: 23.59 Course: N 42-46-52 E D 0-00-41 ------ --------- -- --------------------------------------- Tangent Data 317+85.78 10176364.1942 3563698.6958 317+89.27 10176366.7578 3563901.0690 Length: 3.49 Course: N 42-47-33 E ------------9---------------------------------- PI 318+12.86 10176384.0719 3563917.0916 Length: 2.83 Course: N 42-46-52 E Delta: 0-00-00 ------------- ------------------------------------ -----Tangent Data 317+89.27 10176366.7578 3563901.0690 318+12.86 10176384.0719 3563917.0916 Length: 23.59 Course: N 42-46-52 E --------------- ------------------------------------------ PI 318+15.69 10176386.1490 3563919.0137 Length: 90.14 Course: N 42-43-23 E Delta: 0-03-30 --------------------- --------------------------------- Tangent Data 318+12.86 10176384.0719 3563917.0916 318+15.69 10176386.1490 3563919.0137 Length: 2.83 Course: N 42-46-52 E ----------------------------------------------------------- PI 319+05.83 10176452.3681 3563980.1681 Length: 10.00 Course: N 42-43-23 E Delta: 000 ----------------------------------------------------------- Tangent Data 318+15.69 10176386.1490 3563919.0137 319+05.83 10176452.3681 3563980.1681 Length: 90.14 Course: N 42-43-23 E ----------------------------------------------------------- PI 319+15.83 10176459.7145 3563986.9527 ----------------------------------------------------------- Tangent Data 319+05.83 10176452.3681 3563980.1681 319+15.83 10176459.7145 3563986.9527 Length: 10.00 Course: N 42-43-23 E Horizontal Alignment PI Station Report. Desc: 12" RCP Entance Culvert PI Station Northing Easting DistanceDirection -_----- ---_-- - 330+00 10177015.0755 3563008.3311 37.6022 S 42-42-15 W 330+37.60 10176987.4429 3562982.8288 6.0004 S 42-42-15 W 330+43.60 10176983.0335 3562978.7593 59.9996 S 42-36-51 W 331+03.60 10176938.8780 3562938.1360 6.0000 S 42-42-15 W 331+09.60 10176934.4688 3562934:0667 20.0000 S 42-42-15 W 331+29.60 10176919.7715 3562920.5024 PROFILE -ENTRANCE CULVERT NOTES: 1. EXISTING GROUND PROFILE SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED FOR THE OWNER IN 1997. 2. STORM SEWER PIPE MATERIAL SHALL BE RCP, T&G ASTM C-76, CLASS III, UNLESS OTHERWISE NOTED. 3. REFER TO STORM SEWER DETAILS SHEET FOR EMBEDMENT & BACKFILL DETAILS AND INLET & HEADWALL DETAILS. LEGEND TC = TOP OF CURB TG = TOP OF GROUND TB = TOP OF BASE MATERIAL TI = TOP OF INLET TP = TOP OF PAVEMENT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E. LICENSE NO. 65889, ON JANUARY 28, 2005. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. SHEET 10 OF 20 z O _ U) aO -7) r) I Q m m W W Z o Z U O, Q Q U-) L;_i U V) IY O W O J LL_ Z O I- W (n w w O o > LLT % O W ry W (n (n W F- L0 O I 00 Q 0, N r oQ Z V) L0 0 d O o0 U � N -F- X 0 ~ O U E.° _ � i0 I D V) CD I` rn O 0) � � U a: Co 06 T_ LO W Q W W o- z 06 W O LjL LL, F- O 06 j ��U 0. mZ W O olesI.IZ �U Z ZW Q QQ{- w U W m � Q Q Z W SHEET 10 OF 20 THIS DOCUMENT IS - RELEASED FOR THE PURPOSE OF REVIEW �-E E E E E E E E E E E E E E E E E E ONLY UNDER THE AUTHORITY OF JOSEPH _- -1 _---- P SCHULTZ P.E ------ ----- --- - -- =-- ----=- -- BLOCI2 LICENSE NO. 65B 89, BLOCK2 ON JANUARY 28, 2005. IT is NOT To BE USED 24 FOR BIDDING OR 25 2 3 7 10 11 :j2 1 15 1 17 1 l 2 21 22 23 PUURPOSESTION. I 4„X36' Z PVC LEEVE NI I I I I I I I I I I I I I I I I I O cn cn U, rn f. C) (TYPI AL) °- o -�=---------- - -=- �------------� ------ ----- �-----------=d------------� ------ � d Cn-- ----------------- ------ ----- ------ ------ \� S-8 8 S-8 5-8 S-8 S-8 S-8 S- S-8 S-8 S-8 S-8 S-8 8-S S-8 S-8 S-8 S-8 S- S-8 S-8 S-6 S-6 S- S-6 S 6 CO M 4.. �S M LLJ u)w C� f'F o �� 4"X84 1 v w J �\ PVC S EE E cnoo i� 6resDrive 12 X40 1 FH3 PVC SLEEVE �1°�S O b -.. ,.i.+•.-+_ .. � -r. .rJ• F . ^^.`1 ... .. e ^ .� ...r a ... e .1x5 ._ .r^...:.. -a � �.'M ""lmC�'T_ �`S'>'-'1,:Y5•.. N- .S : ..,•i.`5>T ...�F_�r a �aTi .r�.� .t. ,$•.- f :F= - �^t'r ..'t"' ..� Tn r•.i�.iy^ e. .b%'J � 1 dr.".-.aO ... .� .... ... ... ..-. '^i VI t .' 1 .0 .. _b Vf .F .n r .F J t. .. .'r -.ns• -'1' .-. Trr 4 -�1 : - IrVP.. _ _. .. .r.- . , r r ... ro i:.. C ..: _ .. i u. .s . M1 :A + .n- . 'k5 4:' a. 5- ... >.• ' .tG F Z. uJr Y'.. - ^',`� r � X. x- 4 ` �.-. ...uw�.t:.-c-. ".�t'y, �Ylt.. r�v.�'.• . .? ��.n"l�c a•6. X R' X .VT.. 4 -'2'.. ter' r, A- . .: 1, .-�.+.-•C'f9n�u-. a.Y' :7 �' ::FRY' i �. `�1i''..w•Ei:�w ..3rd �� - a ?': _.f a - Wit_ s� nrL_ • � max. �� tt c 4t . - , _ Y.. .. K a5t.. �, tl xj - rf 1 .- ._ it � .�5ii .. - • .. ..... • ,. _..... � .... ., m�l. x:S t.Ft•.� ..3 A _.��rf'.. •3.}`«1t:.x_..i1h��•�.«'r[.;Li�.,.r J-�tt- �..�_. r:10 �'�;� % �cSvk � .. a?z�- a.,.: w,ra. imp-,._ ..x"v.. ..�� ;,a.1'x.: _ i:.. .:u a- _ u..... '�.;"'' - O 0 1 uu 4+ - - - + w- w- + w- w -I + w- w- w-$ w- + w- w- + W- t- w-8 +--w s--1 0 + 23 {- W W 3 w-3 / / \ w- w- w w w si---s---1- _- o £� u: � N N �. N ---- ----- x.. -----� ----- --- NEI) -- ------ ------ ----- ------ ------ -- -- ------ - t -------- ------------------� ---------------- - --- --- Ln `r F �I Irl. II 4"S�/ z N F - i I I I I I I I I I ICID I� WATERLINE. W-2 I rc I Xw i I �, 27 W 1 p i 31 3 2 v� 2 o 2 3 S 7 1 11 12 16 17 I U �o I I V) 0 I I I I I I I I I I I WATERI-I N E W-2 i I 1 co I I I i i �� o BLOCK 2 _ ------ ---------------------- + ---- ------ ------ - Horizontal Alignment Station and Curve Report. + - -- -- -- IL �11__-- o Desc:.8" & 3" Waterline W -2 -------------------------_--------------- ------------------ 1 1-1/2" WS Desc. Station Spiral/Curve Data Northing Easting PI 21+48.4.4 10175547.9773 3564710.2106 tV 1 ~ 00 WATERLINE I � I I ----------------------------------------------------------- Length: 15056 Course: S 47-12-13 E 0. O N 'Delta: 0-0000 O co ----------------------------------------------------------- a PI 0+00 10176848.2964 . 3563134.0146 Tangent Data I °ogoS Length: 102.58 Course: N 42-47-47 E 10+68.44 10176281.7234 3563917.7355 0 21+48:44. 10175547.9773 3564710.2106 °oo ----------------------------------------------------------- Length: 1080.00 Course: S 47-12-13 E 40 20 0 40 ° zo Q PI 1+02.58 10176923.5650 3563203.7052 - . . 00 1 Length: 20.00 Course: N 87-47-47 E - . 23+00 10175445.0051 3564821.4247 i SCALE IN FEET Delta: 4500 00 __- Length: 65.80 Course: S 19-50-21 E (In -------------------------------------------------------- Tangent -Data Delta: 27-21-52 0+00 10176848.2964 3563134.0146 -------------------- --------------- ------------------ --- 1+02.58 10176923.5650 3563203.7052 21+48.44 Tangent Data 10175547.9773 3564710.2106 L0 Length: 102.58 Course: N 42-47-47 E 22+63.8 10175469.8145 3564794.6296 ( L d Length: 115.05 Course: S 47-12-13 E • O 00 PI 1+22.58 10176924.3340 3563223.6904 ------_---__9 ______________________________________________ Circular Curve Data I -1- Length: 945.86 Course: S 47-12-13 E % V PC 22+63.8 10175469.8145 3564794:6296 I Delta: 45-00-00 0 ------------------------------ RP 7017530.6556 3564692.778 "--------------------------- PT 23+35.12 1017541 D:6556 3564833.8178 Tangent. Data Delta: 27-21-52 Type: RIGHT 1+02.58 10176923.5650 3563203.7052 Radius: 150.00 DOC: 38-11-50 0, 1+22.58 10176924.3340 3563223.6904. Length: 71.64 Tangent: 36.52 ) X Length: 20.00 Course: N 87-47-47 E i Q v Mid -Ord: 4.26 External: 4.38 0 ~ r ----------------------------------------------------------= Chord: 70.96 Course: S 33-31-17 E 1 PI 10+68.44 10176281.7234 3563917.7355 Es: 4.38 O U o� Length: 1080.00 Course: S 47-12-13 'E ----- -------------------------------- E o ---------------------- Delta: 0_00 _00 ----- PI 23+64.40 101753831122 3564843.7553 -------------------------------------------------------- i3 ----Tongent Data ( - 1+22.58 10176924.3340 3563223.6904 Tangent Data 23+35.12 10175410.6556 . 3564833.8178 I 0 V) 0) 10+68.44 10176281.7234 3563917.7355 23+64.40 10175383.1122 356843.7553 Length: 945.86 Course: S 47-12-13 E Length: 29.28 Course: S 19-50-21 E C7 N (D O=n PROFILE SCALE 17+00 18+00 19+00. 20+00 21+00 22.+00 23+00 PROFILE - 8" & 3" WATERLINE W-2 OF 20 1" = 4 HORIZ. 1 " = 4 VERT. , N. N -STRUCTURAL STRUCTURAL NON-STRUCTURAL BACKFILL BACKFILL B CKFILL NOTE'S: , _ _. 1.. ADJUST FIRE HY RANT AND I- z GRADE. z2. REFER TO FLAN VIEW FOR o CN CN z z o WAT R SERVICE LIN w o WATERLINE LOCATIONS. ALL W ERMAINS w 0 - I - AND SERVICE LINES UDE > n w o J o N , =99 FTq RF PI ACED IbI, ow N /�4 o PVC SLEEVES. U-1 w o w W w REFER T WATERLINE DE AILS z 3. WATER SERVICE MATERIAL - m o ^ o > a w.n > SHEET FOR EMBEDMENT ND o -3 TYPE- "K" COPPER UBING. NO I o > �' I > C° � BACKFILL REQUIREMENTS. � SPLICES ARE ALLOW : IN THE - - o co w z '� L? Lij > ,,� N o O o z w EXISTING GROUND DESIGN GRADE W 0 N � w TUB NG FOR THE W --D TER + � II - _ - o Z LiJ O ^ o Z 3" PIPE PVC SDR -21, 0 312 304 oo O (n +00 �, m o z 304 312 I ED 0 in - - - - - 0)N ASTM D-2241, CLASS 2100 w 0- 4. XISTING GROUND PROFILE Q r Q 000) -0) on 00 N o EXISTING GROUND DESIGN GRADE 00 r + T ` _ - - _ - > w SHO NN IS BASED 0 AERIAL 11 U) � Q II rn oo vi + rn - - -- - + o II NC. O .- - o > TOP GRAPHY. rn D 0)r - M ro Q II W O 5. ATERMAIN AND ERVICE o N _ - - LL- I- Cn LLa�� - - m w LIN SLEEVES 1'0 B PVC5 i.t a 1 n, . ,r. s} Ia- Q p - - ASTM 30 A' KAIKI o�,.. 0.10% 0.70 gtrzss sr 4 MIN. + co �i II + o cmy N - . 4=r 0. 44 B Y UR ., BURY `- o 0 -1.2% Q'II r� QII -0.44% V)J C- 04 296 304 9 2' MIN. - 1.2 1Ujq IL I W 8" SEWER LINE S-2 296 2961 bo m WW L.IW WW . W. W Uc) U- 1Uj (�U .. - - .. ... .. WW' UU O WW 7 UU .-. WW UU WW UU ^ZZ O O W Wv M - to N 7 u1 •- t` LO n W W U W U W U N �'(/l co¢ W �> UU �> UU �'> ]� C�� » �2 W..W '.. >> �'Of W W >> O �� t7 W W - �� w W W .. >.> Xw W W C14 J Z U> -w W C14 II >w W Cl)W J II > N II W rn N 11 W U - � W W U > � w W U > N I (iai 'W W (n (n I W W I W W N .. .. ( W W (n .Ln ... _. I (n U) .. r.. :.. ..�., ... - I (n (n .. 1 W II (n N - > J ...r. I .. (n (n - I (n (n L_ W O I- I W Ul -I L_ -I -� L- (,,,( W � L_ v �> L- I J W 1 (n I W I I twn I � W O .. ofw . .. d d- �� Ld.. d W �'fr. d �� d ��' z X W d �� U J (n \D �r� dFhA f -I �� d C`I� O ir1 00 F- prj � ¢ {- 'S r7 ,¢ Q 'S r7 ¢. Q - � 00 ¢ ¢ 'S M 00 ¢ ¢ 2.+• a] ¢ ¢ ��' Ste' to W Q 'i 00 ! Q ?i K] Q y-, - Q Q U 17 W 'Q Q 'S '-..� O `- U �- W �..'W a0 ¢ u) ,W ¢ ("� ¢ 'S N CD -W Q d' Q 00 tf') ~¢ O (O W' ~Q d - F + S¢' h O S' + O + _ } a0 + U M } r- + 0 00 I O N + 1 r- -f- ; (� CV f dam- + ? (O -I- U + 9 � N N N � O j -I- i � � + :- O +- �- (n (n (n .__i N O O N 1� .(n (n N. i Cfl `- ro ,- (n to U)' -1 00 <t N r (n (n (n ._i (0 �n O .- (n (n (n J Iv) (n (n (n J f r •- (n (n (n J r `- C7 N ao <- (n (n (n J �- •- (n (n (n J 00 O L!7 N=> > N (n J (7 N z N a N cV 17 N Ncn f N (n to Cil N ( I� N J r7 N J r� N N J 6 ¢ - - c� Qin in t0 O ¢ in in to I n Q O u7 O O i- _ u7 in O O H �. C14 O t- ¢ O H : - in ¢ O O O O Q 1- = _ u) iD C) C7 00 C0 Q H : - u in O W \ ¢ t- N = _ O) Q a Q o Q to X r O <f: Q �- , � ¢ I- = u� CO Q O I- - (0 Q 0) F : u) ¢ I- : in Q H_ 6 O) Q ¢ O r� t- (n r .- O r7 O t- (n,= O pr 1 t- r7 U1 .- .- O � i- M N ,- ,- � � (n . r .- M � (n r .- f� M in ,= .= .(- (n � ao � M (n r � N N (n ,= .= N N (n � � N .- ,= N � (n W I- m (n z 1- W (n = s oo oo N (- (n : (n :- N (n � N (n r N (n ,= (n � u) ,- N I- (n z - (D U LIJ + M = CV �- a C) W o Z J O w U U. r O j � � m z D 0 W (/) T N � o �j W L W U Z � m J O W Q Q W SHEET 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00. 20+00 21+00 22.+00 23+00 PROFILE - 8" & 3" WATERLINE W-2 OF 20 co . 'O8 \\ »�| S —�— d Drive �wMeaLowcre�8 WATERLINE � / | "X48 ' �� 1�0 01 PVC SLEEVE + WATERLINE V. 3 Cloud. Lane Pill 0 IN | - � c s _ | E ' . c -- �4 | 40 20 U 40 ' � ' ` __ _______ __ ' -- l� | | | SCALE MJ FEET ) / Horizontal Aignment PI Station Report. ! l U oveo 12. wommn° u+1 ! |PI Station Northing Easting Distance Direction U|� \ 0+00 10176975.2109 3562996.4988 S AS GIS' | | 187.1307 a 47-17-45 c 1+8713 10176848.296* 3oo,31u4.o +s / i \ — I u >� | | / —Su l"| \ | PROFILE SCALE 1" == 40' H{}R[[. 1" = 4' VERT NON --STRUCTURAL BACKFILL 328 BACKFILL 328 EXISTING STRUCTURAL BACKFILL GROU ID BACKFI-L DESIGN EXISTING -1 40 GRADE SS t GROUND A 328 EXISTING DESIGN LL_ _0 00 GRADE BURY SS ir 312 Horizontal Alignmen 171' Statio Report. .31 co A sm 320 Desc: 8" Waterline —4 Lt - 296 1 Horizontal Adig on Report. cc 296 North Easling Distance Di wt on 288(1 Cn GROUND n PI Station 1�1 orthing Easting Distance Direction ), -4 ry C. 177.7228 S 7-47 W Z5 0+00 111176848.2964 563134.0146 _j 1 n 00 00 0 100.0886, S 42-47-47 W 1+77.72 10176181-7234 3563917.7355 117.5000 1 S'4 2— 7-47 W 1 320 co 66 1+00.09 10 76774.8541 3 R630f 6.0150 (10 2+95.22 1,0176 95.5050 35r,,q7.9067 312 CIO 0 11 00 312, LID 00 Ld 0 X Ld Llift 14- i to 04 ED WAFERLIIIN� W-2 C) wwwwry wwwwo LLJ SHEET ERLINE W-3 0 Ln 000 0— co . 'O8 \\ »�| S —�— d Drive �wMeaLowcre�8 WATERLINE � / | "X48 ' �� 1�0 01 PVC SLEEVE + WATERLINE V. 3 Cloud. Lane Pill 0 IN | - � c s _ | E ' . c -- �4 | 40 20 U 40 ' � ' ` __ _______ __ ' -- l� | | | SCALE MJ FEET ) / Horizontal Aignment PI Station Report. ! l U oveo 12. wommn° u+1 ! |PI Station Northing Easting Distance Direction U|� \ 0+00 10176975.2109 3562996.4988 S AS GIS' | | 187.1307 a 47-17-45 c 1+8713 10176848.296* 3oo,31u4.o +s / i \ — I u >� | | / —Su l"| \ | PROFILE SCALE 1" == 40' H{}R[[. 1" = 4' VERT 1211 WATERLINE W-1 NON --STRUCTURAL BACKFILL 328 BACKFILL 328 EXISTING STRUCTURAL BACKFILL GROU ID BACKFI-L DESIGN EXISTING -1 40 GRADE 328 GROUND A 328 EXISTING DESIGN LL_ _0 GRADE BURY SS ir 312 Ld .31 co sm 320 Cq Lt - 296 w cc 296 UJ w 288(1 Cn GROUND n 28EI Lli ry C. 77 LL 0 Z5 _j n 00 00 0 04 320 co 66 bi (10 312 CIO 0 11 312, LID 00 Ld 0 X Ld Llift 14- i to 04 ED WN wwwwry wwwwo LLJ SHEET 0 Ln 000 0— UNE S-2 jL nu 1211 WATERLINE W-1 Of{lQ ' 1+00 00 WATERLINE W-3 � ' WATERLINE 22 . . /00| ' \ (� | IV) C4 CV 40 2" u 40 SCALE IN FEET 8 / \ SS 'Ir 14 ' NON --STRUCTURAL BACKFILL 328 BACKFILL 328 EXISTING BACKFILL GROU ID DESIGN STRUCTURAL 40 GRADE 304 320 BACKFILL EXISTING GRADE BURY SS ir 312 Ld .31 co sm 320 Cq Lt - 296 w cc 296 UJ w 288(1 Cn GROUND n 28EI ry 77 LL 0 Z5 _j n 00 00 0 04 co bi Of{lQ ' 1+00 00 WATERLINE W-3 � ' WATERLINE 22 . . /00| ' \ (� | IV) C4 CV 40 2" u 40 SCALE IN FEET 8 / \ SS 'Ir 14 ' NON --STRUCTURAL 110 BACKFILL 13ACKFILL BACKFILL 304 STRUCTURAL 40 304 SS BACKFILL EXISTING GRADE GROUND SS ir 320 Ld co sm 320 Cq Lt - 296 cc 296 UJ co 288(1 GROUND O -FOO 1f00 2f00 00 ��o WATERLINE W-4- NON—STRUCTURAL ` ` art Drive WATERLINE W-5 Sf 00 Horizontal Aignment PI Station Report. Desc: 8—Waterline W-5 PI Station Northing Easting Distance Direction 0+00 10175547.97T 3564710.2106 122.5000 S 42-47-47 W 1+22.50 10175458.0901 3564626.9848 WATERUNE W-2 SS NON --STRUCTURAL 110 BACKFILL 13ACKFILL BACKFILL 304 STRUCTURAL 40 304 to BACKFILL EXISTING GRADE GROUND Ld I 320 Ld co 320 Cq Lt - 296 cc 296 UJ co 288(1 GROUND n 28EI ry 77 DESIGN Z5 O -FOO 1f00 2f00 00 ��o WATERLINE W-4- NON—STRUCTURAL ` ` art Drive WATERLINE W-5 Sf 00 Horizontal Aignment PI Station Report. Desc: 8—Waterline W-5 PI Station Northing Easting Distance Direction 0+00 10175547.97T 3564710.2106 122.5000 S 42-47-47 W 1+22.50 10175458.0901 3564626.9848 WATERUNE W-2 SS NON --STRUCTURAL NON—STRUCTURAL BACKFILL 13ACKFILL BACKFILL 304 STRUCTURAL 304 BACKFILL EXISTING GRADE GROUND Ld I 320 Ld 320 Cq Lt - 296 296 UJ 288(1 GROUND n 28EI ry DESIGN Z5 _j 00 w co bi (10 CIO 0 11 LID 00 0 X WN wwwwry wwwwo SHEET 0 Ln 000 0— UNE S-2 304 304 O -FOO 1f00 2f00 00 ��o WATERLINE W-4- NON—STRUCTURAL ` ` art Drive WATERLINE W-5 Sf 00 Horizontal Aignment PI Station Report. Desc: 8—Waterline W-5 PI Station Northing Easting Distance Direction 0+00 10175547.97T 3564710.2106 122.5000 S 42-47-47 W 1+22.50 10175458.0901 3564626.9848 WATERUNE W-2 SS OfOD 1fOO ` 00 ��) WATERLINE W-5 WATERLINE PIPE MATERIAL PVC. DR -14 /AWWA C-809' C[ 200) REFER TO WATERLINE DETAILS SHEET FOR EMBEDMENT AND BACKFILL REQUIREMENTS. 3" PIPE — PVC SDR -21, ASTM D-2241' CLASS 208 NOTES: 1' ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. .. REFER TO PLAN V|BN FOR WATER SERVICE LINE LOCATIONS. ALL V&4TERk4A|NS AND SERVICE LINES UNDER STREETS TO BE PLACED IN PVC SLEEVES. 3. WATER SERVICE MATERIAL — TYPE "Y" COPPER TUBING. NO SPLICES ARE ALLOWED IN THE TUBING FOR THE WATER SERVICES. 4. EXISTING {)ROUND PROFILE SH(]VYN IS BASED ON AERIAL TOPOGRAPHY. 5. VATERMA|N AND SERVICE LINE SLEEVES TO BE PVC 3DR35' ASTM 3034. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P'E', LICENSE NO. 85889. ON JANUARY 28, �005, IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. BACKFILL 304 304 --D=N EXISTING GRADE GROUND Ld I BURY 296 296 288(1 28EI 5; LLJ 00 w Llj (10 LID 00 0 X OfOD 1fOO ` 00 ��) WATERLINE W-5 WATERLINE PIPE MATERIAL PVC. DR -14 /AWWA C-809' C[ 200) REFER TO WATERLINE DETAILS SHEET FOR EMBEDMENT AND BACKFILL REQUIREMENTS. 3" PIPE — PVC SDR -21, ASTM D-2241' CLASS 208 NOTES: 1' ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. .. REFER TO PLAN V|BN FOR WATER SERVICE LINE LOCATIONS. ALL V&4TERk4A|NS AND SERVICE LINES UNDER STREETS TO BE PLACED IN PVC SLEEVES. 3. WATER SERVICE MATERIAL — TYPE "Y" COPPER TUBING. NO SPLICES ARE ALLOWED IN THE TUBING FOR THE WATER SERVICES. 4. EXISTING {)ROUND PROFILE SH(]VYN IS BASED ON AERIAL TOPOGRAPHY. 5. VATERMA|N AND SERVICE LINE SLEEVES TO BE PVC 3DR35' ASTM 3034. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P'E', LICENSE NO. 85889. ON JANUARY 28, �005, IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. cc mm Ld I 5; LLJ Llj (10 LID 00 0 X WN wwwwry wwwwo SHEET STANDARD CURB PER DETAIL THIS SHEET 1/4" BAR 1/4" R .2411 24 ,, RIBBON CURB NTS NOTE EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM F' APART AND AT ALL CURVE PC'S 8u PT'S. 3 18^ SMOOTH DOWELS SHALL BE USED AT EACH EXPANSION JOINT. 1/4'R 12 3 w =#4 BARS STD. CURB & GUTTER DETAIL NTS /»/`/CL STREEr WHEN omsWux IS pnnpuas INSTALL 4!WIDE STRIP WITH c%MAX CROSS SLOPE nAoua PER, puw ' ` 1.5" HOT MIX ASPHALTICTYPICAL � CONCRETE SURFACE COURSE7 7" FLEXIBLE BASE FINISHED CROWN AT CENTERLINE 6" LIME STABILIZED SUBGRADE OR 5" BITUMINOUS BASE IS 7" ABOVE THE GUTTER FLOWLINE AND .1" ABOVE TOP OF CURB ' STREET SECTION NTS�»�`� ' 1.5^ HOT MIX ASPHALTIC CONCRETE SURFACE COURSE 27*0' 7 1 V-6" 1 V-6" 0. 6" FLEXIBLE BASE LIME STABILIZED SUBGRADE OR.4'? BITUMINOUS BASE FINISHED CROWN AT CENTERLINE |3 5'ABOVE THE CUTTER FlOWLNE AND 1^ABOVE TOP OF CURB TYPICAL 27 , RESIDENTIAL STREET SECTION �JT�� . �» � ^� \—NO. 4 @ 18" O.C.E.W. TYPICAL VALLEY GUTTER PLAN NTS CONCRETE PAVEMENT LAYDOWN CURB PER. DETAIL THIS SHEET �� ' ~\-o^ Uus snABmzco soBon«os TYPICAL CONCRETE PAVING SECTION ' NTS ' — SMOOTH DOWEL BAR um°=" "" ,""==" ""°` | � ' ~~�^^^~~~ MATERIAL~ 3/4 (COATED W/HEAVY GREASE) 3181, TO 1/2" . IF _- - � wow-sxTnoomuJmwrFIuLEn-^ `-METAL on pu*sno CAP, msmc \TYPICAL CUT SECTION _SMOOTH DOWEL BAR 5/8" DIA. ummuEx m BE `/`* GREATERx 18", THAN DIAMETER OF DOWEL BAR WITH HEAVY' COATED NIS ` ROW UNE EXPANSION JOINT'CONTRACTION JOINT ` TO as opm�o xr m/ MAX.om�mw� m�wnwnn/w JOINTS SHALL BE AT 20' MAX.spmowo NOTE:' NOTE: NOTE: EXPANSION �oo�osxuw�nn osoowoouuw SL -1 OR APPROVED s�o�� ' EXPANSION JOINT SEALANT TO BE oowoeonw SL -1 on m"pmovcn soom- - --__-_-_--___- - . �--__---_-_-_-_-� -_-_ - . ' ` -_- ' ` NTS S 4. f | 4� ' `. ' ` SIDEWALK ` ' SURFACE FINISH SHALL COMPLY NTH TAS .` LIGHT BROOM FINISH WITH GROVES(1/8" DEEP, /2^ TO 5/4^ -- E, SPACED 3/4" TO 2" APART) GROOVES SHALL BE cumS/Rou/u/ SO THAT- THEY DO NOT HOLD WATER. 'DARK SHADING INDICATES LIMITSOF.COLORED """"^"-" CONCRETE.~'^—P 48 """LL BE "COLOR.~ ". "°�= 2% MAX ~~~~~^_---_. ` ' ^r SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM TO L0 4)BACK OF WIDE, SPACED 2^ GROOVES SHALL BE CURB UNE CONSTRUCTED 3D THAT THEY DO NOT HOLD WATER. DARK ' SHADING INDICATES UW|T3 OF COLORED CONCRETE RAMP ^�. SHALL ^^ COLOR. RED|N GOLr- --��vRB � GUTTER ' | | || | | || 4- THICK (MIN) REINFORCED ` ' ' HANDICAP RAMP, DETAILS AT A CORNER CONCRETE SIDEWALK . KJ-�c� ^x�um� "° .,..~ _'-_— CUR - AT STREET INTERSECTIONS --- . . NTS/»/^/ ' . ^ ' �\ SAND CUSHION / .' u�--� ' mapxASPHALTpwwoacwr / ^-#3 x 12^ o��. �--- 2% MAX CROSS SLOPE ^-coupmozo ooermADc * N.T.S.1. 18" 1 18" CONCRETE SIDEWALK TYPICAL SECTION | / u^ ` \—LONGITUDINAL NO. 4 T oowcL BAR | / LIGHT BROOM FINISH IYPICAL VALLEY GUTTER JOINTS TO BE TOOLED ../~ ~^^ CROSS SECTION K]TT� _// \_ /v / ./ wow�sxnvm:wo �oo� nu�a METAL on PLkSTIC CAP. INSIDE "°M"u, TO BE ./." GREATER , THAN DIAMETER orDOWEL BAR ` SIDEWALK EXPANSION JOINT SIDEWALK CONTRACTION JOINT ' .- To BE spmoED AT 60l MAX. owEmwaS oown*xomw JOINTS SHALL BE - xrSAME SPACING ms mosWuK WIDTH NOTE: cxpmvSIuw JOINT SEALANT TO BE suwoBonwSL-1 on xppmxxED snum' GRADING AND PAVEMENT CONSTRUCTION NOTES 1' ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL HAVE AMINIMUM 28-0Y COMRE3SVESTRENGTH OF 3000 PSI WITH A MINIMUM CEMENT CONTENT OF 4.5 SACKS PER CUBIC YARD. THE MAXIMUM PERCENTAGE 'OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 20 PERCENT. 2' REINFORCING STEEL SHALL BE GRADE 60 (60,0'00 PSI) J' THE 8UBQRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME 3TABL|ZED TO A MINIMUM DEPTH OF 6". THE AMOUNT OFLIME TOBEADDED TDTHE SOIL |SAPPROXIMATELY 6% OF THE DRY VN]8HT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WHICH MEETS THE on4o^moN REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT 0FTRANSPORTATION (TXD0T) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF H|GHYAYS, STREETS AND BRIDGES, ITEM 260. NTH THE ADDITIONAL REQUIREMENT 0FA W|M|WUM0F 0o%OFTHE SOIL PASS THE NO. 43|EVE PRIOR TO COMPACTION. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OFATLEAST S5%OFTHE MAXIMUM DRY DENSITY A5 DETERMINED 8YTXDOT TEST.METHOD TEX-113-E AT AWO|3TURE CONTENT BETWEEN 2% BELOW OPTIMUM AND 2% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHAu- MEETTHE REQUIREMENTS OFTXD0TITEM 264, "LIME AND SLURRY." 4. THE CRUSHED LIMESTONE BASE MATERIAL SHALL 8E TESTED AND APPROVED BY THE COUNTY ENGINEER PRIOR TO BEING HAULED TO THE SITE. THE BASE COUR3E'FOR ASPHALT PAVEMENT AREAS SHALL CONSIST OF CRUSHED LIMESTONE BASEMATERIAL WITH A MINIMUM COMPACTED THICKNESS OF O^ FOR RESIDENTIAL STREETS AND 7^ FOR 38' WIDE STREETS. THE BASE MATERIAL SHALL CONFORM TO TXDOT|TEM 247, TYPE A. GRADE 1 OF THE STANDARD aPEC|RGA110N3 FOR CONSTRUCTION HIGHWAYS STREETS AND BRIDGES. THE LIMESTONE BASE COURSE SHALL -BE COMPACTED TO A DENSITY OF AT LEAST 95% OF THE MAXIMUM -DRY DENSITY AS DETERMINED BY THE MODIFIED � PROCTOR TEST, (ASTM D1557). ATA MOISTURE CONTENT BETWEEN 2%BELOW AND 3% ABOVE OPTIMUM MOISTURE CONTENT OR COMPACTED TO A DENSITY OFATLEAST S5% OF THE TXDOTTEST METHOD TEX-113-E MAXIMUM DENSITY ATA MOISTURE CONTENT WITHIN PLUS OR MINUS 2% OF OP11WUM MOISTURE CONTENT. 5. THE ASPHALTIC CONCRETE SURFACE COURSE SHALL MEET 7XDOTITEM 340, TYPE D REQUIREMENTS. AN ASPHALTIC PRIME COAT SHALL BE APPLIED TO THE CRUSHED LIMESTONE BASE MATERIAL COURSE PRIOR TO THE PLACEMENT orTHE HOT MIX ASPHALTIC CONCRETE SURFACE COURSE. THE HVEEW STABILITY SHOULD BE BETWEEN 35 AND 55. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH .P. SCHULTZ P.E', LICENSE NO. 85889, ON JANUARY 28' 2005^ IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION � cn IL o LJ z o LJ ry ry 00 fn 0 113 - Lu > 0 .0 06 cl� SHEET THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JANUARY 28, 2005: IT IS NOT TO BE USED TO CONFORM TO "MODIFIED INLET" FOR. BIDDING OR THROAT & CONivECTION TO CURB - MACHINE SURFAC 6" CONSTRUCTION #4 BARS 12" O.0 A » CONNECT TO "MODIFIED PURPOSES. — 6 — — SINGLE INLET" 2-1/2"� #3 BARS 18" O.C. DOWEL EXPANSION JOINT 6„ NO DEPRESSION AT GUTTENUP 1'-0" 0 Z �T0R3lr � O In (/) c - A - A I X00_ U) N0. 4 BARS 12' O.C. . NO. 4 BAR. 1.5" COVER UNE OF NORMAL CURB &' GUTTER I 24" 22-1/4" I 32" ¢ m Lil R3'-[:;2" -- -7„ m o 0 6" (LIJ 2' -� � o 5' 2 BLOCK OUT FOR' <C Q (n W 2'-6" #4 BARS 12" O.C.E.W. —6" EXTENSION WHERE — — LAP NO. 3 BARS MIN. 6' O T7) D 0 LL REQUIRED APPROX. GRATE CAN BE WEIGHT FURNISHED 3" VARIES RING - n5# 3, 6"— �2» COVER - 225# PATTERN 400-24 1 ' - 3" 1 ' _ 5„ MANHOLE RING AND COVER #4w RS 12" O.C.E.W. 2" N0. 4 BARS ,zn O.C.E.W 5�_ offSTORM SEWER 6" Z 2, VARIES No: 4 BARS 12" O.C.E.W SECTION a -A _ RING AND COVER o o MANHOLE RING SECTION A -A 5'-0" EXTENSION z o AND COVER A FO R MODIFIED o x RECESSED INLET STRUCTURE SINGLE INLET > N.T.S. N.T.S. wL o Lo Ln A0 - w I PROPOSED GRADE Q CV 0 ( 6 3-6 " 2" ALL #4 BARS '„ `- NORMAL TRAVERSE SLOPE 6” 3„ O.D. + 1'-0" 6" 6" STD. CAST IRON MANHOLE COVER 6„ MIN. 5'-0" AND FRAME (24"DIA) •'•.if ;� 4' TRANSITION FOR 6 4' TRANSITION FOR DEPRESSED GUTTER SLOPE GUTTER DEPRESSION GUTTER DEPRESSION 0 0 • , v - 6,r CURB CURB �6`ice 6„ B . 12" C - C BOTH ALL WAYS MATERIALS SHALL CONFORM MATERIALS FOR EMBEDMENT - KEY QA SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE .OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO .((2 INCHES IN THE LARGEST DIMENSION. COMPACTION OF 11i� MATERIAL SHALL BE TO AT LEAST 90% OF THE MAX. DRY PIPE DA SELECT MATERIAL QA SELECT MATERIAL = < " a (DOR (SPADE BY LIFTS INTO Z: Q TO COLLEGE STATI O:N STANDARD DENSITY As DETERMINED BY ASTM D-698 AT A MOISTURE CONTENT OF -2 BELOW TO +4% ABOVE THE OPTIMUM MOISTURE 6" MIN. PLAC E, TO FILL ALL VOIDS AROUND PIP PIPE. MANUALLY CONSOLIDATE.) ==MOM== CONTENT OF THE MATERIAL O:D. 12" C - C BOTH ALL WAYS MATERIALS SHALL CONFORM MATERIALS FOR EMBEDMENT - KEY QA SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE .OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO .((2 INCHES IN THE LARGEST DIMENSION. COMPACTION OF 11i� MATERIAL SHALL BE TO AT LEAST 90% OF THE MAX. DRY PIPE DA SELECT MATERIAL QA SELECT MATERIAL = < " a (DOR (SPADE BY LIFTS INTO Z: Q TO COLLEGE STATI O:N STANDARD DENSITY As DETERMINED BY ASTM D-698 AT A MOISTURE CONTENT OF -2 BELOW TO +4% ABOVE THE OPTIMUM MOISTURE 6" MIN. PLAC E, TO FILL ALL VOIDS AROUND PIP PIPE. MANUALLY CONSOLIDATE.) CONTENT OF THE MATERIAL O:D. SPECIFICATION N O . 71 QB GRANULAR MATERIAL THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM 8" MIN./12" MAX. 0 ul - MATERIAL SHALL BE BANK RUN SAND WHICH IS FREE AND CONTINUOUS SUPPORT FOR THE 'I' OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD PIPE BARREL BETWEEN BELL HOLES.O 00 B LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: -I— MAXIMUM LIQUID LIMIT 45 B EDD I N G AND BACKFILL FOR U MAXIMUM PLASTICITY INDEX 15 V) MAXIMUM PERCENT PASSING NO. 200 SIEVE 150 TORM SEWER PIPE s- -v v THROAT DETAIL #3 BARS 18" O.C. MINIMUM PERCENT PASSING / SIEVE 100 O 3 4 #4 BARS 12" O.0 ©CEMENT srABluzED SAND NON—STRUCTURAL AREAS THE MATERIAL SHALL BE GRANULAR MATERIALS MEETING THE REQUIREMENTS OF MATERIAL "B" ABOVE MIXED WITH PORTLAND CEMENT AND DESIGNED TO `J A PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 50 PSI IN 48 .0 (� HOURS AND 100 PSI IN 7 DAYS WHEN COMPACTED TO 95% DENSITY IN - BE WITH ACCORDANCE WITH ASTM D558 AND CURED AND TESTED IN ACCORDANCE � _O 6" 2" ASTM D1632 AND ASTM D1633. THE CEMENT SAND MIXTURE SHALL 0 N OCOMPrn NOTE: REFER TO PLAN DRAWING ° ° ° ° FIELD MIXING OF CEME T STABILIZZEEDSAAND OPTIMUM ACCEPTABLE CONTENT.STURE L- FOR PIPE SIZES INLET PLAN ° ° PROPOSED GRADE o O CO PAVEMENT SECTION N �^ 6. ° o o ° "'•'.' a QA SELECT MATERIAL �1''�O MANUALLY #4 BARS 6" O.C.E.W. ° ° ° o PIPE - _ © (TA 0 MUM CONSOLIDATE 6" TOP SLAB O.D. + 1, CONCRETE A 6" MIN. " - QA OR© (SPADE BY LIFTS INTO GUTTER TOP OF CURB ° (5' MIN) ° o VOIDS PIP P PPE. MANUALLTO FILL Y ALL AROUND 6" THE TRENCH BOTTOM SHALL BE O.D. GRADED SO AS TO PROVIDE UNIFORM 8" MIN./12" MAX. I NORMAL GUTTER LINE ° o o AND CONTINUOUS SUPPORT FOR THE 6" -�1 24" 2„ PIPE BARREL BETWEEN BELL HOLES. DEPRESSED GUTTER LINE 6» ' f ;;::> ,- INVERT SHAPING ° BEDDING AND BACKFILL FOR w ” CONCRETE FILL (:` �.,_ „ ° ° STORM SEWER PIPE #4 BARS 12" O.C.E.W. SIDE 2. (I WALLS & BOTTOM SLAB DRAINAGE CONSTRUCTION NOTES: STRUCTURAL AREAS Z I (( 1. ALL CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. a. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,00 PSI) SECTION A -A INLET ELEVATION ° ° ° ° 3. STORM SEWER PIPE SHALL BE TONGUE AND GROOVE REINFORCED CONCRETE PIPE z (ASTM C-76, CLASS III) UNLESS NOTED OTHERWISE WITH JOINT MATERIAL TO BE "RAMNECK" COLD APPLIED O ° o ° ° ° ° ° ASPHALT SEWER JOINT COMPOUND OR APPROVED EQUAL. _ 6„ ° 4. ALL WORK TO BE COMPLETED 1N ACCORDANCE WITH THE CURRENT CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR WATER, SEWER, STREETS AND DRAINAGE SHALL BE COORDINATED WITH THE THE CITY ENGINEER'S OFFICE. SECTION A—A SECTION B-13 5. THE CONSTRUCTION SHALL COMPLY WITH THE OSHA STANDARD 29 CFR PART 1926 STD. CURB INLET SUBPART P FOR TRENCH SAFETY REQUIREMENTS. w o z N.T.S. STANDARD JUNCTION BOX C, 0 O V) U W U) _ w o 9" STORM PIPE - SEE PLAN W NN 30" . FOR SIZE �.1.. 6 PIPE z 30„ DIA., IN. X, FT• °' m + NOTE: 18 2 o L I I w l O DISSIPATOR BLOCKS 24 36" REQUIRED ONLY AT 27 4 I + I I Q DOWNSTREAM END 30 4— o OF CULVERTS, OR❑ FJ36 5 AS REQUIRED BY ENGINEER. 42 6 ® w 12„ Q 48 7 V-6" 12" ❑-El 54 8 6„ X 30' 12" 12" 12" U. BARS #4 BARS 12" O.C.E.W. T 2 PER BLOCK i _ WALLS, BOTTOM SLAB & TOE ELEVATION PLAN ELEVATION PLAN SHEET DISSIPATOR BLOCK LOCATION TYPICAL CONCRETE HEADWALL FOR HEADWALLS NTS WITH WINGS OF 20 is Maximum Safety Pipe Runner Lengths MIN [MUM MIN O.D. MIN RE INF MINIMUM SINGLE PIPE MULTIPLE PIPE ReqLdred Safety Pipe Runner Sizes. PIPE. WALL . MINIMUM. AT REQUIREMENTS: SLOPE LENGTH Max i mum Required Pipe Runner Size I.D. THICKNESS O.D. TAPERED (Sq in/ft OF PIPE PIPE Unit Length Varies Safety -Pipe END of pipe) UNIT SKEW RUNNERS SKEW . f�IJNNERS Runner Pipe Pipe Pipe REQUIRED REQUIRED 7" Max Safety Hoe Runner Length Length Size O.D. I.D. 3:1 2'-0" (Measured along Slope) 0 to 6" — 12" 2" 161. 16" 0.07 CIRC. 4:1 2'-8" <=45 deg No <=45 deg No-. 12" 24" RCP I l'- 2". 3" STD 3.500" 3.068" A, _017 4" to B"Safety Pipe Runners 151- 61, 3 V2 " STD 4.000" 3.548" 30" - 42" RCP (If required) 20'-10" 4" STD 4.5 2'-10" 001. 4.026" 15.1 2 W. 19 1/2 191, 0.07 CIRC. 4: 1 3* -g,, <=45 deg No <=45 deg No . 6: (D E� 01 -1, < 5" STD 5.563" 5.047" iL /J.. 35'- 4" 3, 1 Y-811 fa 4- 0 2 1/2 23" 21 0.07 CIRC. deg No <=45 deg No 0 - — - — - — - — -- V.7- --- 3 C; (D F-- 181, 4. 1 4'-10" <=45 L c ID 0 C CI. (D 6: 1 7`3" 3: 5'-3" 3:1 or flatter As required for vehicle safety.. <=30 deg No 011 '7' No C; tail "A" 11 a 051ope 05 shown elsewhere in the plans. Slope of 24" 3 27" 0.07 CIRC. 4: 1' -0,, < �45 deg PocKet is to be Formed to fit @�ement stabilized bedding and backfill shall be — O.D. PT donce with the Item, "Excavation and 6 101-6" D. a pe Support Post if in decor >30 deg Yes y Pipe Runners are used Backfill for Structures". Bedding and bockfill shall be considered subsidiary to the Item 3 6'-3" <-f5 deg No <-15 deg No Safety End Treatment". When concrete riprop. is specified around the Safety End Treatment 30" 3 11,2" 37" 31 0.18 CIRC. 8'-2" PLAN VIEW bockf i I I she I I be as directed by Engineer. is: 1 121-11, >15 deg Yes >15 deg Yes The top 4" of void between Precast End Treatments shall be filled with concrete Riprop and shall be 3:1 7'-10" =0 deg No considered subsidiary to Safety End Treatment. Clear distance between pipes shall be adjusted 36" 4" 441, 36" 0.19 ELIP. 4.* 1 10' -41" =>O deYes g 0 >0 deg Yes N 4- to provide for the minimum distance between 6:1 15'-4" Optional A o safety end treatments. Step S, I ope Top Face of Safety End Tree tmenf -3i1 4- Safety Pipe Runner 42" 4 1/2 51 4 1 1/2 0.23 ELIO. 4: 1 12'-6" =>O deg Yes =>O deg Yes (If required) C: 6: 1 18'-7" E C W Pipe stub shall GENERAL NOTES: ne Safety Flowl I have an 0. 0. of Precast safety end treatment for reinforced concrete pipe may be used Pipe 1/4' to 5/8 " I ess for TYPE II end treatment as specified in Item "Safety End Treatment". — — — — — — — — Runner-, than the I.D. of When Precast Safety End Treatment is used as a Contractor's alternate T a ety to mitered RCP, Ri prep will not be required unless noted otherwise on V_ . . . the Safety Pipe Runner - R n P1pe u the pions. Runner 7, All precast concrete end sections shall bernanufactured in accordance 0 _ — - - - --- - - - - - - - - - - X/1 with tern "Reinforced Concrete Pipe Culverts"and inaccordance with ASTM Specification C-76, Class 111, We [I B for circular pipe. ess (M; n.). P. pe. we I I Thickness Precast concreteendsections she'll be provided with aspigot or -X �A 12" Cross Pipe to bell end -Fpr compatibility to upstream or downstream end conditions with sufficient annular space to allow for mortar, cold applied asphalt be some size Min joint compound or pre-formed,plastic gasket material. as Safety Pipe Methods of lifting shall be provided by the manufacturer for ease of Runner or V2 loading, unloading and installation. LONGITUDINAL ELEVATION L larger Pipe Runners are designed for a traversing load of 1,800 Lbs at yield as recommended by Research Report 280-1, "Safety Treatment of Roadside Cross -Drainage Strubtures", T&xas Transportation Institute,' March 1981' OPTION A OPTION B Safety Pipe Runners, Cross Pipes, Pipe Support Posts, one Pipe Stubs shall conform to the requirements of ASTM A53 (Type E or S, Grade 8), ASTM A500 (Grade 8), or API 5LX52. DETAIL A All steel components except reinforcing, shall be galvanized after Pipe Support Cradle fabrication. Galvanizing damaged during transport or construction shall welded to Support Post be repaired in accordance with the specifications. Safety Pipe Runner —CE Galvanized Steel Bolt & Nut with Washer 12",Pipe O.D. Minimum 12" Flowline (Ty r with Washers and Inserts 11 Min P) 4 5 _D Wall Thickness (some as Pipe Did) Cross Pipe )4 Galvanized Steel Bolts with Texas Department of Transpartatton M Pipe Wall Washers and Inserts ThicknessCMI.n) Bridge DIVIslon PRECAST SAFETY END (L 1/3 Pipe Die Galvanized Steel Bolts Threaded h Washers and Inserts YA with 46' '6- Projection TREATMENT Insert Pipe Support Post (Post to be some diameter as Safety Pipe Runner and CROSS DRAINAGE fitted in a formed pocket) Y4" Threaded Insert TYPE I I END DETAIL FOR INSTALLATION INSTALLATION DETAIL FOR PSE T -RC OF SAFETY PIPE RUNNERS SAFETY PIPE RUNNERS SECTION A -A MULTIPLE PIPE INSTALLATION -ILE' RUV =R, LF I wn J -P. c<, GAF COT40 DemsAmr 7w:2 CISUICT FE)EAA. j1D KWECT iHrE- (If required) (if required) I.amroLlsic. It, mar THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JANUARY 28, 2005. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. SHEET 20 OF 20 0 V) V) wzz0 < 0 1wim 0 < ry V) mW LLJr) ) WI r) Pr) U) C:) LI -I F.- -(1- 0 0 L_ -0 XO 0 0 C az E •0 F_ wmZ 0 aV-)rn 0 n 0 W U) �, W 0 Fr M a) W W 0 = u r�, 0 0 (f) C) V) 3�. LLJ 7, LLJ N 5; q5 o — LLJ � Cf) cr- 0 LL_ LLJ OW :D U) LO 0 < 01 1 1 1 c; Z1 < SHEET 20 OF 20 V) 0 U-) 00 W -(1- 0 0 L_ -0 XO 0 C az E •0 wmZ 0 aV-)rn 0 (0 (D 0 W U) �, W 0 W M a) W W 0 = u r�, 0 0 SHEET 20 OF 20 T_ W U) az wmZ 0 0 0 U) W 0 W W W u (fj 0 W q5 SHEET 20 OF 20 SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR)SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF 113 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. APPROVED 3" OR LARGER COMPOUND METERS VAULTS & MATERIALS APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PARK DMC -BR PRE -CAST CONCRETE VAULT WITH ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. CONCRETE VAULT STANDARD FIRE HYDRANT THRUST C A VOLUME . (tons) (it) (fo -Ic. ,) W3-00 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN NOTE: 11.3 11.5135 O.6 PIPELINE GALV. NIPPLEREMOVE AND DISCARD W VALVE EXTENSION TO BE USED ONLY WHEN TOP GATE VALVE -------- -- 4' MIN. -----------�---- MAIN LINE BROOKS UNDERGROUND OF GATE VALVE IS DEEPER THAN 5 FEET W/VALVE BOX ENCLOSURE -MODEL 1220 SCH. 40 GALV. PIPE OR APPROVED EQUAL 01 3.SIZE OF LINES AND VALVES MAY BE MODIFIED BY BLACK INCHES IN THE LARGEST DIMENSION), COMPACTED TO A FROM FINISHED GRADE. WATER LINE HOT -BOX POLY ROX MODEL PHRI WITH EXIST. GRADE i' CONNECTION & CAP -I- TEXT -� W AR I G 2. SIGNS TO BE CONSTRUCTED 4" X 3' X 3' CONCRETE PAD AS REQUIRED- VIEW A -A o '1" IRON PIPE THREAD 5'-0" WIDTH .OF PAVEMENT 5'-0" COMPRESSION FITTING FROM 20 GA. STEEL BAKED ON AND 1" GATE VALVE ill BRASS ELL (TYPJ� ,� CONCRETE BLOCKING (SEE BLOCKING DETAIL) `,.•'';' .- �' DOUBLE SERVICE o ,UNDERGROUND ENAMEL FINISH. FURNISH ONE MINIMUM OF 981 OF MAXIMUM DENSITY AS DETERMINED i/\\_�A 3'-0" BELOW DITCH FLOW LINE. BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN MIN. -3' MAX. 10" _„ VALVE BOX PER SPECS. TEE OR TAPPING SLEEVE F & VALVE AS REQUIRED IN FUTURE STREET AREA BD GRANULAR MATERIAL PLUG y .1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. CONTACT THE CITY i,. 8-D X CO X 6" CONCRETE i STRENGTH = 2000 psi STRENGTH ° ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF OF DETRIMENTAL QUANTITIES CLAY, DEBRIS, OR ORGANIC 1' MIN. THOROUGHFARE CROSSING W4 -o2 PLACE METAL DETECTOR BEFORE EXCAVATING INSTALLED AND AT OTHER (, I WTIH "4 BAR AROUND TAPE AT 12"-18" DEPTH. O - AS REQUIRED , . ,•. MAXIMUM LIQUID LIMIT 45 NOTE:) i` ALL VALVE BOX. 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 6-12" 6„ YELLOW © (MANUALLY THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL I ----------'. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. M. J. TEE BACKGROUND AT OPTIMUM NOTES:L FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ 14" 3. DRY BORING IS REQUIRED. REPLACEMENT SIGNS AS FOR EACH VIEW A - A 2" SQUARE AWWA NUT OR CROSS 4„ "- INSTALLED (OMITTING. VALVE TYPICAL RAILROAD CROSSING EXTENSION. TERMINATE ANCHOR 90° BEND 2. All bedding & installation of PVC pipe shall be in accordance ANSI/AWWA Standards for PVC Pipe. V AL V Er NUMBER ON VALVE SIGN BLANK) 12" FROM TOP OF BOX. to bedding & installation Ductile Iron shall be in (NOT A SEPARATE PAY ITEM) r_PIPE O.D._� \\/�/ 3, All of pipe accordance to ANSI/AWWA C15D/A21.50. �G GATE VALVE N O . 6" MIN./12" MAX. w 3'X 3'X 6" 2'-D" MIN. MACHINE BORING 2'-0" MIN. City Engineer. ,.STD. GATE VALVE W/STAINLESS) W/VALVE BOX FIRE HYDRANT -2" BLACK PRESSURE SENSITIVE NUMBERS CONCRETE SLAB STEEL BOLTS STANDARD ¢ WHITE 10"H PAINTED. BACKGROUND. MJ PLUG PVC OR D.I. PIPE ('� > HYDRANT NT LOCATION FIREj j j• jJ + p � VALVE BOX PER SPECS. STANDARD FIRE HYDRANT IDENTIFICATION SIGN j j� 1.� 1 � REALIGN AS NEEDED =-BLOCK AS DIRECTED. MIN. DIMENSION APPROX. 2" SQUARE AWWA NUT A H H A, FINISHED GRADE EXTENSION. TERMINATE EQUAL TO ONE BAG OF 12" FROM TOP OF BOX. - SACKRETE GATE VALVE & BOX 6,,,,...... 1 BURY LINE -o w1 0 AS: REQ'D i VARIES i General Notes (1) Finely divided earth free of rock, lumps and clods exceeding 6" n shall be placed by hand, and compacted around the cast iron pipe > r to a depth of 12" over the top of the pipe before back fill is begun 6" STD. 6" D.I. OR C909 PIPE by any mechanical equipment.Do a GATE VALVE 6" ANCHOR (2) All concrete blocking shell be - 28 day concrete strength = 2000psi. WITH SS BOLTS COUPLING (3) Allthrust blocking shallprovide a minimum of 2 square feet of I bearing area of concrete on undisturbed soil, or as directed by the I engineer. CONCRETE PEA GRAVEL - FILL (4) Water mains will not be fully pressurized until concrete has BLOCKING TO 1 FT. ABOVE reached 7 day strength. WEEP HOLE (5) All pipe will be laid so as the entire barrel will have full bearing on the fine graded trench bottom. Bellholes shallbe cut .; O THRUST BLOCK for each bell and fire hydrant. � ... (6) All gate valves to be "0" ring type, with non -rising stems. with ` M. J. ends including all glands, bolts and gaskets. and to open counter -clockwise (left), TEE OR TAPPING I , BLOCK USING 12"x12"x4 (7) All fittings shallbe mechanical joints unless otherwise directed. SLEEVE &VALVE MECHANICAL JOINTS PRECAST CONCRETE AS REQUIRED WITH SET SCREW BLOCK RETAINER GLANDS OR MEGA LUGS 6" X 12" GRADELOK W/M.J. SPLIT GLANDS BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY w1 -o1 SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR)SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF 113 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. APPROVED 3" OR LARGER COMPOUND METERS VAULTS & MATERIALS APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PARK DMC -BR PRE -CAST CONCRETE VAULT WITH ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. CONCRETE VAULT 4'-0" / 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST 4'-0" CAST IRON VALVE BOX COVER 2'X 4'X 6" _ CONCRETE SLAB 2'X 4'X 6" CONCRETE SLAB 4'-0" NOT/GREATER * P iTHAN 45° %ACK FILL AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL 6" DIP W/RETAINING GLAND pyo AT BEND AND PLUG THRUST BLOCK WATER MAIN SERVICE CONNECTION VAULT FLOOR (6" LIP) AND VALVE METER VAULT ASSEMBLY E RESTRAINED JOINT 6" M. J. ELL PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 95X AND REDUCER ASREQUIRED STANDARD DENSITY PER ASTM D698 IN-LINE BLOW OFF ASSEMBLY w3-01 THRUST C A VOLUME . (tons) (it) (fo -Ic. ,) W3-00 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN -` GALV. ELL 11.3 11.5135 O.6 PIPELINE GALV. NIPPLEREMOVE AND DISCARD W NOTES: WARNING SIGN -------- -- 4' MIN. -----------�---- MAIN LINE BROOKS UNDERGROUND cn 1. FURNISH AS SHOWN ON PLANS ENCLOSURE -MODEL 1220 SCH. 40 GALV. PIPE OR APPROVED EQUAL 01 3.SIZE OF LINES AND VALVES MAY BE MODIFIED BY BLACK INCHES IN THE LARGEST DIMENSION), COMPACTED TO A THE ENGINEER AND ON ALL VALVE SIGN POSTS. HOT -BOX POLY ROX MODEL PHRI WITH EXIST. GRADE i' CONNECTION & CAP HEAT OR APPROVED TEXT -� W AR I G 2. SIGNS TO BE CONSTRUCTED 4" X 3' X 3' CONCRETE PAD BRASS THREAD PIPE VIEW A -A o '1" IRON PIPE THREAD 5'-0" WIDTH .OF PAVEMENT 5'-0" COMPRESSION FITTING FROM 20 GA. STEEL BAKED ON AND 1" GATE VALVE ill BRASS ELL (TYPJ� ,� CONCRETE BLOCKING (SEE BLOCKING DETAIL) `,.•'';' .- �' DOUBLE SERVICE o ,UNDERGROUND ENAMEL FINISH. FURNISH ONE MINIMUM OF 981 OF MAXIMUM DENSITY AS DETERMINED i/\\_�A 3'-0" BELOW DITCH FLOW LINE. BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN MIN. -3' MAX. 10" PIPELINE WARNING AND ONE VALVE SIGN v IN FUTURE STREET AREA BD GRANULAR MATERIAL PLUG y .1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. CONTACT THE CITY AND ONE POST FOR EACH VALVE ° ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF OF DETRIMENTAL QUANTITIES CLAY, DEBRIS, OR ORGANIC _ THOROUGHFARE CROSSING W4 -o2 PLACE METAL DETECTOR BEFORE EXCAVATING INSTALLED AND AT OTHER (TUNNELING IN EMBANKMENT) (TUNNELING IN CUT) TAPE AT 12"-18" DEPTH. O , . ,•. MAXIMUM LIQUID LIMIT 45 NOTE:) Q SELECT MATERIAL LOCATIONS AS SHOWN ON PLANS. 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 6-12" MINIMUM PERCENT PASSING 3/4" SIEVE 100 YELLOW © (MANUALLY THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL FURNISH SAME NUMBER OF CONSOLIDATE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. M. J. TEE BACKGROUND AT OPTIMUM NOTES:L FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ 14" 3. DRY BORING IS REQUIRED. REPLACEMENT SIGNS AS FOR EACH MOISTURE) OR CROSS 4„ "- INSTALLED (OMITTING. VALVE TYPICAL RAILROAD CROSSING 2. All bedding & installation of PVC pipe shall be in accordance ANSI/AWWA Standards for PVC Pipe. V AL V Er NUMBER ON VALVE SIGN BLANK) UNDISTURBED SOIL to bedding & installation Ductile Iron shall be in (NOT A SEPARATE PAY ITEM) r_PIPE O.D._� \\/�/ 3, All of pipe accordance to ANSI/AWWA C15D/A21.50. �G 7" ' N O . 6" MIN./12" MAX. 5. Relative compaction shallbe tested in the presence of the 3'X 3'X 6" 2'-D" MIN. MACHINE BORING 2'-0" MIN. City Engineer. N -2" BLACK PRESSURE SENSITIVE NUMBERS CONCRETE SLAB TO BE ADDED AFTER BASIC SIGN HAS BEEN WHITE 10"H PAINTED. BACKGROUND. MJ PLUG 4F , PIPELINE WARNING SIGN r VALVE IDENTIFICATION SIGN 4'-0" / 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST 4'-0" CAST IRON VALVE BOX COVER 2'X 4'X 6" _ CONCRETE SLAB 2'X 4'X 6" CONCRETE SLAB 4'-0" NOT/GREATER * P iTHAN 45° %ACK FILL AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL 6" DIP W/RETAINING GLAND pyo AT BEND AND PLUG THRUST BLOCK WATER MAIN SERVICE CONNECTION VAULT FLOOR (6" LIP) AND VALVE METER VAULT ASSEMBLY E RESTRAINED JOINT 6" M. J. ELL PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 95X AND REDUCER ASREQUIRED STANDARD DENSITY PER ASTM D698 IN-LINE BLOW OFF ASSEMBLY w3-01 THRUST C A VOLUME . (tons) (it) (fo -Ic. ,) W3-00 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN -` GALV. ELL 11.3 11.5135 O.6 UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP GALV. NIPPLEREMOVE AND DISCARD W SIDES OF . COPPER PIPE. ((� AFTER USE -------- -- 4' MIN. -----------�---- 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" BROOKS UNDERGROUND cn SHALL INCLUDE ALL MATERIALS, AS SHOWN IN DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. ENCLOSURE -MODEL 1220 SCH. 40 GALV. PIPE OR APPROVED EQUAL 01 3.SIZE OF LINES AND VALVES MAY BE MODIFIED BY `� AFTER BLOW -OFF INCHES IN THE LARGEST DIMENSION), COMPACTED TO A THE ENGINEER ii INSTALL MALE QUICK HOT -BOX POLY ROX MODEL PHRI WITH EXIST. GRADE i' CONNECTION & CAP HEAT OR APPROVED SHOULDER SHOULDER EQUAL BRASS BALL VALVE 4" X 3' X 3' CONCRETE PAD BRASS THREAD PIPE VIEW A -A o '1" IRON PIPE THREAD 5'-0" WIDTH .OF PAVEMENT 5'-0" COMPRESSION FITTING BRASS ELL -MJ TAPPED CAP AND 1" GATE VALVE ill BRASS ELL (TYPJ� ,� CONCRETE BLOCKING (SEE BLOCKING DETAIL) `,.•'';' .- �' DOUBLE SERVICE o 1" TYPE "K" COPPER TUBING 1" TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE & VACUUM CHECK VALVE w3-02 NOTE:USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM. STICKING TO PLUG. TEE AND PLUG SCHEDULE ID (in) THRUST C A VOLUME . (tons) (it) (fo -Ic. ,) 4,6,8 5.1 11.512.51 0.3 10,12 11.3 11.5135 O.6 of a n 00 o'ri -THRUST ¢ �a ofr THRUST ¢ Li 6 dv O qU, M_ m0 J J M m POUR AGAINST POUR AGAINST UNDISTURBED UNDISTURBED EARTH EARTH TEE THRUST BLOCK PLUG THRUST BLOCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS C TRENCH 1-0 WATER WIDTH „ •• / PIPE Y. (. • a : " ` .. + \�-PIPE "•'•`• "'...;,.. JOINT a T \NC j DIA POUR POUR CONCRETE V OUTER AGAINST UNDISTURBED O OAF DIA. EARTH SECTION X -X PLAN VIEW HORIZONTAL THRUST BLOCK SCHEDULE TYPICAL HORIZONTAL THRUST BLOCK W2_00 NOTES: 1..: NO SPLICES IN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND THE CURB STOP FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINES IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 3. MARK EACH SERVICE END WITH METAL ':T" POST PAINTED BLUE. 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. CONC. CURB & GUTTER APPROVED SERVICE SADDLES FOR DUCTILE AND PVC. OR TAPPED TEE CORP STOP WATER LINE :IIIDP►! BRASS CURB STOP O z MAIN TRACK WITH PLUG (REF) J 0 J W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF Q -------- -- 4' MIN. -----------�---- SUBGRA;ti •. �1 DI7CH DE `. I� cn ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) 01 O INCHES IN THE LARGEST DIMENSION), COMPACTED TO A <n 4'=6" L •') :.` o I MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY SHOULDER SHOULDER MIN. 4' -0" MIN. VARIES VARIES ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN VIEW A -A o 5'-0" WIDTH .OF PAVEMENT 5'-0" OPTIMUM TO -4% OF OPTIMUM UNDER NON-STRUCTURAL 11, tfi MIN. MIN. DOUBLE SERVICE o k . = MINIMUM OF 981 OF MAXIMUM DENSITY AS DETERMINED i/\\_�A 3'-0" BELOW DITCH FLOW LINE. BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN MIN. -3' MAX. STEEL CASING CARRIER PIPE ORIGINAL GROUND OPTIMUM TO *4X OF OPTIMUM UNDER FUTURE STREET AREAS. VALVE - PAD �`2' 2 MIN. BALLWITH IN FUTURE STREET AREA BD GRANULAR MATERIAL PLUG y .1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE (2 FOR DOUBLE SERV.) A 1" TYPE K COPPER TUBING (SINGLE SERVICE) 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) (SEE NOTE 1) WATER CROSSING 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) W2-01 OPEN CUT - LIMIT MAIN TRACK A) SELECT MATERIAL 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF Q 3 SUBGRA;ti •. �1 DI7CH DE `. I� ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) 01 ) ":` INCHES IN THE LARGEST DIMENSION), COMPACTED TO A Ir) 4'=6" L •') :.` o I MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY SHOULDER SHOULDER MIN. 4' -0" MIN. VARIES VARIES ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 5'-0" WIDTH .OF PAVEMENT 5'-0" OPTIMUM TO -4% OF OPTIMUM UNDER NON-STRUCTURAL 11, tfi MIN. MIN. AREAS Ge ... YARDS, PASTURES, EASEMENTS) .AND TO A k . = MINIMUM OF 981 OF MAXIMUM DENSITY AS DETERMINED 3'-0" BELOW DITCH FLOW LINE. BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN STEEL CASING CARRIER PIPE ORIGINAL GROUND OPTIMUM TO *4X OF OPTIMUM UNDER FUTURE STREET AREAS. GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IN FUTURE STREET AREA BD GRANULAR MATERIAL IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR. DAYS OF LAST DISTURBANCE. .1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE MACHINE "BORING MACHINE BORING ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF OF DETRIMENTAL QUANTITIES CLAY, DEBRIS, OR ORGANIC _ THOROUGHFARE CROSSING W4 -o2 PLACE METAL DETECTOR MATERIAL AND WHICH, WHEN TESTED BY STANDARD (TUNNELING IN EMBANKMENT) (TUNNELING IN CUT) TAPE AT 12"-18" DEPTH. LABORATORY METHDDS, MEET THE FOLLOWING REQUIREMENTS: , . ,•. MAXIMUM LIQUID LIMIT 45 NOTE:) Q SELECT MATERIAL MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 6-12" MINIMUM PERCENT PASSING 3/4" SIEVE 100 SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER © (MANUALLY THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL LINE CONSTRUCTION. CONSOLIDATE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. AT OPTIMUM NOTES:L FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ 3. DRY BORING IS REQUIRED. MOISTURE) STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. 4„ TYPICAL RAILROAD CROSSING 2. All bedding & installation of PVC pipe shall be in accordance ANSI/AWWA Standards for PVC Pipe. W4-00 UNDISTURBED SOIL to bedding & installation Ductile Iron shall be in r_PIPE O.D._� \\/�/ 3, All of pipe accordance to ANSI/AWWA C15D/A21.50. �G 4. Compaction shallbe attained by mechanical tamping. 6" MIN./12" MAX. 5. Relative compaction shallbe tested in the presence of the 2'-D" MIN. MACHINE BORING 2'-0" MIN. City Engineer. OPEN CUT - LIMIT 6. Dust resulting from the Contractor's performance of the work, OPEN CUT either inside or outside the right of way, shallbe controlled by LIMIT the Contractor. 7. All trenches shallbe back filled and temporary paving or plating placed at the end of each working day. 8. See "Open Cut Details" ST4-00, ST4-D2 & ST4-02. SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER BEDDING AND TRENCH FOR DI PIPE AS REQUIRED CARRIER PIPE NOTE: & PVC PIPE WITHIN NON-STRUCTURAL 1. FOR MORE INFORMATION WATER AND SEWER LINE CROSSING OR FUTURE STREET AREAS SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER r - (TUNNELING) WIDTH OF PAVEMENT 3'-0" MIN. 6. Dust resulting from the Contractor's performance of the work, OPEN CUT either inside or outside the right of way, shallbe controlled by LIMIT the Contractor. 7. All trenches shallbe back filled and temporary paving or plating placed at the end of each working day. 8. See "Open Cut Details" ST4-00, ST4-D2 & ST4-02. SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER BEDDING AND TRENCH FOR DI PIPE AS REQUIRED CARRIER PIPE NOTE: & PVC PIPE WITHIN NON-STRUCTURAL 1. FOR MORE INFORMATION WATER AND SEWER LINE CROSSING OR FUTURE STREET AREAS SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER r - W4-03 H ® H Lil LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN W APPROVED BY THE CITY ENGINEER. Q TYPICAL CITY STREET CROSSING w4-01 MACHINE BORING (TUNNELING) SHOULDER SHOULDER VARIES VARIES 5'-0" WIDTH .OF PAVEMENT 5'-0" MIN. MIN. k . = GENERAL NOTES: 3'-0" BELOW DITCH FLOW LINE. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS CARRIER PIPE STEEL CASING NOTE - IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR. DAYS OF LAST DISTURBANCE. .1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. TYPICAL STATE HIGHWAY OR MAIN ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. THOROUGHFARE CROSSING W4 -o2 ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. W4-03 H ® H Lil A CITY OF BRYAN The Good Life, Texas Styk.- i DRAWN BY: rA1%1:1 DATE: 1-01-05 SCALE N T S APPROVED: W. P. K. FIGURE- %V SHEET 1 OF 1 W Q A CITY OF BRYAN The Good Life, Texas Styk.- i DRAWN BY: rA1%1:1 DATE: 1-01-05 SCALE N T S APPROVED: W. P. K. FIGURE- %V SHEET 1 OF 1 NOTES: NOTE: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE SEE STANDARD MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. IN NEW OR EXISTING RIGHT-OF-WAY. MANHOLE RING ADDI'T'ION OF CEMENT STABILIZED SAND OR GRAVEL 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT AND COVER MAY BE REQUIRED TO STABILIZE FOUNDATION. RINGS AND CHIMNEY OR CORBEL%CONE SECTION. CEMENT MORTAR 3. MANHOLE BASE THICKNESS AND. FOUNDATION AS FOLLOWS: MANHOLE DEPTH (FT.) BASE THICKNESS CONCRETE GRADE RINGS FOR 6"i 18" 0 - 12 --------- ________________ 8" ADJUSTMENT AS REQUIRED (NON -TRAFFIC AREAS) 12 AND OVER --------- -_- ---- - ---- -_ 12" 4„ 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT ' PAVEMENT --- ------ _------------- --_ 98 X. STANDARD PROCTOR ASTM D 698 FACTORYLANDSCAPE. AREA ___:_____ ____. 90 X STANDARD PROCTOR - ASTM .D 698 BONDED JOINT SEE NOTE 7. 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT OF WAY SEE STANDARD VA(�IES FIBERGLASS MANHOLE 6. IN FLOODPLAINS, THE CONE SHALL EXTEND ABOVE THE BASE FLOODaw�c PER ASTM D-3753 •ELEVATION OR A BOLT DOWN WATERTIGHT RING AND COVER MANHOLE I 1/2" MIN WALL THICKNESS SHALL BE USED. SEWER SIGN CRITERIA I TO 20' DEPTH. 7. WARNING SIGN ONLY TO BE PLACED WHERE MANHOLE SIGN X° E CAST NVERTLSEE i DEEPER MANHOLES TO BE DESIGNED BY A LICENSED SEWER CROSSES OPEN FIELDS. (SEE DETAIL S01-05) 6'-0" STANDARD MANHOLE ENGINEER. FOR REQUIREMENTS ! 3' MIN. CUT OUT MANHOLE TO SET STD. CAST IRON MANHOLE COVER - OVER PIPE, PROVIDE AND FRAME (30" DIA. OPENING) �- ; . RUBBER "0" RING GASKET SECTION A - A 6" MIN ' •.• � • :�'.: " . ON EXTERIOR, SEAL WITH OR EQUAL 6„ ... SILICONE MAX.':::.:.,, YP \\ SEE NOTE 1. _ 2-0" '•6" MIN PRECAST REINFORCED 2' -6 CONC. MANHOLE SECT. ` �--DIA 24" MIN.STD. 45° WYE ASTM DES. C-478 Z8�REEN, HEAVY DUTY, -CAST IN PLACE CONCRETE BASE, 3 000 P.S.I. WITH ,,4 5" MIN. jp BACK FILL AROUND MH, SHALL WING CHANNEL POST BARS, 8!' O.C.E.W. CEMENT STABILIZED BE AS 'PER NOTE 4. VARIES VARIES AS SHOWN. vAR!Es - 5" MIN: ;�. (SEE TABLE) = RUBBER -GASKET JOINTS STD, 45° WYE FIBERGLASS MANHOLE �3„ 'L VARIESfi 3" VARIES 3" MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT 218in. <30in. 6 FT 236in. W/ MORTAR SEALANT INSIDE AT ALL JOINTS PLUG 6" MIN. S 1- 0 0 45° BEND A vz' iF� 45° BEND VARIES 90° BEND _ BASE t 6" MIN. =F4 BARS BENT @ 90° AND NOTES: SEE BASE "f WATER ST OP-PIPECONX TIED TO WALL AND BASE. NOTE FOUNDATION MANHOLE ADAPTER SEAL, 1. FURNISH AS SHOWN ON PLANS 1�� - �/ OR APPROVED EQUAL. 4 BARS, 8" O.G,E•W• AND/OR AT EACH MANHOLE WHEREWATERSTOP-PIPECONX (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' BLACK SEWER LINE CROSSES OPEN FIELDS fi4 BARS, $" O. C.E.W. -- DEPTHS MANHOLE ADAPTER SEAL, *INVERT = 3/4 DIAMETER OF PIPE WILL REQUIRE 2 MATS OF WILL STEEL IN THE BASE. 2.SIGNS TO BE CONSTRUCTED GREATER THAN 12 FEET WILL REQUIRE OR APPROVED EQUAL. "" TEXT -�� WARNING UP TO 24. 24AND LARGER FROM 20 GA. STEEL BAKED ON 2 MATS OF REINFORCING STEEL IN THE l2 REQ'D) SHALL BE FULL DEPTH INVERTS. ENAMEL FINISH. FURNISH ONE BASE 10" � UNDERGROUND SEWER ONE SIGN AND ONE POST STANDARD DROP MANHOLE CONTACT THE CITY FOR EACH MANHOLE INSTALLED BEFORE EXCAVATING ACROSS OPEN FIELD AND AT OTHER NOTE: CAP CLEAN-OUT AT BLIND FLANGE ON STANDARDM AN H 0 L E YELLOW LOCATIONS AS SHOWN ON PLANS. RESTRAINED JOINT FOR FORCE MAINS. S 1 - 0 2 S 1 - 03 FURNISH SAME NUMBER OF - BACKGROUND 14" REPLACEMENT SIGNS AS FOR EACH NOTES INSTALLED (OMITTING MANHOLE MANHO E NUMBER ON MANHOLE SIGN) 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF (NOT A SEPARATE PAY ITEM) PIPE O.D. REMOVE INVERT AS REQUIRED EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. 7" NO. PLUS 4" AND NEW INVERT FOR NEW AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED 2" BLACK PRESSURE LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING (\ ( PERIPHERAL THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. �J HAVE SMOOTH TRANSITION SENSITIVE NUMBERS "STARTER" HOLES INTO EXITING INVERT: REWORK CONCRETE SHALL BE, REMOVED WITH PNEUMATIC .HAND. TOOLS. TO BE ADDED AFTER (SEE NOTE 1.) EXISTING INVERT AS REQUIRED. 10� BASIC SIGN HAS BEEN 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF WHITE PAINTED. OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. BACKGROUND. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SEWER WARNING ANDOPENING CREATION DETAIL -- NON -SHRINK MANUFACTURERS REQUIREMENTS. A �-GROUT MANHOLE IDENTIFICATION SIGN 4• CONCRETE SHALL BE 3,000 P.S,L SYNKO-FLEX PREFORMED m CONCRETE 1'-O' PLASTIC ADHESIVE DIAMETER BLOCK WATERSTOP, OR APPROVED VARIES a3 REBAR (14" LONG) EQUAL. (SEE NOTE 3.) 1 D EMBEDDED AND GROUT RINK EPDXYED INTO MANHOLE 2" CLR. GROUT WALL 3". (SEE NOTE 2.) MANHOLE P PIPECONX (TYP.Y MANHOLE ADAPTER -{- _ NEW INVERT 1 PIPE O.D. SEAL, OR APPROVED PIPE O.D. 6.1 PLUS 18" EQUAL. (2 REQ'D) PLUS 71 CONNECTION DETAIL SECTION VIEW WATERS , MANHOLE ADDAAPPTTERER SEALON S, 1 MANHOLE CONNECTION DETAIL D 1 OR APPROVED EQUAL. _ (2 REQ'D) B STANDARD MANHOLE TIE-IN 1 CONNECTION DETAIL SECTION VIEW g.2 S1-04 4" PVC EXTENSION W/PV6"G'MC EXTENSION MAIN TRACK (SEE N)9,TV' XLEAN OUT W/PVC CAP (SEE 3: SUBGRADE n ,, `. ? '+; 1 .�„ DITCH !� PVC DOUBLFAE3) 2.0' OI o - `. >> of 4,_6„ WITH PVC CAP`.: .7 ::•,'.:.:: f`1 0 (SEE NOTE 3) _ .1 MIN. 4'-0" MIN. w14- O� 2 I as <r STEEL CASING J CARRIER PIPE PVCPiD E WYE WITH �.UT WITH I p , PVC c(AP'CSEE)NOTE 3) MACHINE BORING MACHINE BORING SEE NOTE 5 (TUNNELING IN EMBANKMENT) (TUNNELING IN CUT) O CONC. CURB & GUTTER 1 NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SIDEWALK SIDEWALK SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. / \ / i_ % 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL .SPECIFICATIONS. 3.5' MAX. OR AS DESIGNED 1 I 3. DRY BORING IS REQUIRED. (SEE NOTE 1.) 3.5' MAX. OR AS DESIGNED I (SEE NOTE 1.) I TYPICAL RAILROAD CROSSING (MINT 4�BURY) III LINE S3-01 PVC (SEE NOTE 3) 13� Io 2 2'-D" MIN. MACHINE BORING 2'-0" MIN. DESIRABLE OPEN CUT 2' PVC 2.0' LIMIT (SEE NOTE 3) '-T-Y SERVICE FITTING STD. 45° PVC BEND(SEWER TEE) zVC SDR 21 D2241 @1.0X MIN. SEWER LINE STD. PVC COUPLING PROFILE OPEN CUT LIMIT' SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY (TUNNELING) WIDTH OF PAVEMENT THE. ENGINEER STEEL CASING MAIN LINE S2-01 IRA a .. _ LMIN. ' 7-17-1 W/PVC CAP 3'-0" MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL SERVICE CONNECTIONS WITHIN THE R -O -W SHALL BE SDR 21 D2241 MATERIAL. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. OPEN CUT LIMIT' SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY VARIES 3.5' MIN.(SEE NOTE 1.) PVC (SEE NOTE 3) (MIN. 1/ SLOPE) STD.45° BEND STACK -� VARIES IN HEIGHT METER BOX OR STANDARD CLEAN-OUT 600T 6" CLEAN OUT STACK F DIP OR PVC FOR EARTH, SEE BEDDING AND TRENCH DETAIL 2" CUSHION REQUIRED CEMENT STABILIZED FOR ROCK, CONCRETE SAND AS SHOWN. - NOT LESS THAN 3" 45° BEND TrY SERVICE FITTING (SEWER TEE) SEE NOTE 5 ` STD. 45° BEND DEEP CONNECTION PROFILE NOTE: THE. ENGINEER STEEL CASING MAIN LINE S2-01 AO SELECT NATIVE MATERIAL ORIGINAL GROUND IN 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, AS REQUIRED CARRIER PIPE _ W/PVC CAP FUTURE STREET AREA MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL SERVICE CONNECTIONS WITHIN THE R -O -W SHALL BE SDR 21 D2241 MATERIAL. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND, SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. . WHERE DOUBLE WYE SERVICE (SEE NOTE 3) SEWER SERVICE LINE CROSSING 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN.. APPROVED BY THE CITY ENGINEER. INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90/ OF MAXIMUM DENSITY AS DETERMINED BY ELEVATION IS LESS THAN 2'-7" S3-00 TYPICAL CITY STREET CROSSING i - I � ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN BELOW PROPOSED BACK OF S3-02 3.5' MIN.(SEE NOTE 'I.) OPTIMUM TO +4/ OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO A MACHINE BORING CURB, MIN. SLAB ELEV. MUST pVC.DOUBLE WYE. 2.0' 6"-12 B (MANUALLY (TUNNELING) BE SET TO ALLOW SANITARY WITH PVC CAP _ BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. B ATTAINED 4.COMPACTION SHALL E T ED BY MECHANICAL TAMPING. SHOULDER SHOULDER SEWER SERVICE. (SEE NOTE 3) 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE w� VARIES VARIES MARK EACH SERVICE END WITH OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF _ 00J 5'-0" WIDTH OF PAVEMENT 5' 0" METAL "T" POST PAINTED GREEN. T=Y SERVICE FITTING (SEWER TEE) SEE NOTE 5 MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MIN. MIN. G. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35g„ z 3'-0" BELOW DITCH FLOW LINE. 3. ALL MATERIAL SHALL BE SDR 21 . s CARRIER PIPE NOTE: STEEL CASING THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING d- SEE CITY STANDARD SPECIFICATION FOR WATER AND 4. GLUED FITTINGS WILL ONLY BE SEWER LINE CONSTRUCTION. COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK/CY (PUGMILL I o 2. STEEL CASING SHALL BE AS SPECIFIED IN THE `TECHNICAL SPECIFICATIONS. ALLOWED AT THE DOUBLE WYE ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS _ 3. DRY,' BORING IS REQUIRED_ "'2 HOOPS, 12" O.C. TYPICAL STATE HIGHWAY 'OR_ MAIN THOROUGHFARE CROSSING SANITARY SEWER FITTINGS TO BE PVC-DWV. S3-03 BEDDING VARIES 3.5' MIN.(SEE NOTE 1.) PVC (SEE NOTE 3) (MIN. 1/ SLOPE) STD.45° BEND STACK -� VARIES IN HEIGHT METER BOX OR STANDARD CLEAN-OUT 600T 6" CLEAN OUT STACK F DIP OR PVC FOR EARTH, SEE BEDDING AND TRENCH DETAIL 2" CUSHION REQUIRED CEMENT STABILIZED FOR ROCK, CONCRETE SAND AS SHOWN. - NOT LESS THAN 3" 45° BEND TrY SERVICE FITTING (SEWER TEE) SEE NOTE 5 ` STD. 45° BEND DEEP CONNECTION PROFILE NOTE: 4" PVC EXTENSION MAIN LINE S2-01 AO SELECT NATIVE MATERIAL ORIGINAL GROUND IN -R-O-W W/PVC CAP FUTURE STREET AREA 42" 24 1, WHERE DOUBLE WYE SERVICE (SEE NOTE 3) NOTES: - VARIES INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90/ OF MAXIMUM DENSITY AS DETERMINED BY ELEVATION IS LESS THAN 2'-7" 1• FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ i \ .. _ •,/; , \ •,, , , •; „; i , .; ; , •, „ ; . i - I � ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN BELOW PROPOSED BACK OF STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. 3.5' MIN.(SEE NOTE 'I.) OPTIMUM TO +4/ OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO A QA SELECT MATERIAL CURB, MIN. SLAB ELEV. MUST pVC.DOUBLE WYE. 2.0' 6"-12 B (MANUALLY 3• ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE SET TO ALLOW SANITARY WITH PVC CAP _ BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. B ATTAINED 4.COMPACTION SHALL E T ED BY MECHANICAL TAMPING. PVC (SEE NOTE 3) SEWER SERVICE. (SEE NOTE 3) 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE w� 2. MARK EACH SERVICE END WITH OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF _ 00J T-- UNDISTURBED SOIL METAL "T" POST PAINTED GREEN. T=Y SERVICE FITTING (SEWER TEE) SEE NOTE 5 MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 I a G. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35g„ z TWENTY-FOUR (24) HOUR NOTIFICATION TO ENGINEERING 3. ALL MATERIAL SHALL BE SDR 21 . s THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL D2241. d- NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 4. GLUED FITTINGS WILL ONLY BE w o COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK/CY (PUGMILL I o ALLOWED AT THE DOUBLE WYE ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS "'2 HOOPS, 12" O.C. CONNEOTION AND BENDS. GLUED SANITARY SEWER FITTINGS TO BE PVC-DWV. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE SEE NOTE 5 ' 5. A CLEAN OUT IS REQUIRED S2-02 AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW PLAN FOR EACH SERVICE. VARIES 3.5' MIN.(SEE NOTE 1.) PVC (SEE NOTE 3) (MIN. 1/ SLOPE) STD.45° BEND STACK -� VARIES IN HEIGHT METER BOX OR STANDARD CLEAN-OUT 600T 6" CLEAN OUT STACK F DIP OR PVC FOR EARTH, SEE BEDDING AND TRENCH DETAIL 2" CUSHION REQUIRED CEMENT STABILIZED FOR ROCK, CONCRETE SAND AS SHOWN. - NOT LESS THAN 3" 45° BEND TrY SERVICE FITTING (SEWER TEE) SEE NOTE 5 ` STD. 45° BEND DEEP CONNECTION PROFILE STANDARD CLEAN OUT FOR MAIN LINE S2-01 AO SELECT NATIVE MATERIAL ORIGINAL GROUND IN -R-O-W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA 42" 24 ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) VERTICAL REINFORCING STEEL NOTES: - VARIES INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90/ OF MAXIMUM DENSITY AS DETERMINED BY PLACE METAL DETECTOR TAPE AT 12"-18" DEPTH. 1• FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ i \ .. _ •,/; , \ •,, , , •; „; i , .; ; , •, „ ; . i - I � ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. 3.5' MIN.(SEE NOTE 'I.) OPTIMUM TO +4/ OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO A QA SELECT MATERIAL 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. ' MINIMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN 6"-12 B (MANUALLY 3• ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL " I OPTIMUM TO +4/ OF OPTIMUM UNDER FUTURE STREET AREAS. © GRANULAR MATERIAL i CONSOLIDATE A7 OPTIMUM BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. B ATTAINED 4.COMPACTION SHALL E T ED BY MECHANICAL TAMPING. PVC (SEE NOTE 3) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE . ;� MOISTURE) 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE (MIN. 1X SLOPE) OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4" OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF 2.0 MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: T-- UNDISTURBED SOIL WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. T=Y SERVICE FITTING (SEWER TEE) SEE NOTE 5 MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 PIPE 0•D• G. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35g„ MIN/12" MAX.. TWENTY-FOUR (24) HOUR NOTIFICATION TO ENGINEERING MINIMUM PERCENT PASSING 3/4" SIEVE 100 . IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL STANDARD CONNECTION PROFILE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. HE WRE A GOOD BEARING SOIL w o COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK/CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS "'2 HOOPS, 12" O.C. AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. SANITARY SEWER BEDDING AND TRENCH FOR DI PIPE & PVC PIPE - SERVICE CONNECTION S2-00 S2-02 PIER IIA. AS SHOWN ON PLANS SECTION A -A '2 HOOPS, 12" O.C. 3" CLEARANCE MININMUM PLAN 4" WIDE X 3/8" THICK STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REQ'D. PER PIER) PIER VERTICAL STEEL DIAMETER -5 BARS 16" 8 24" 12 " 26 14 DUCTILE IRON PIPE 30" 16 WRAP WITH ONE LAYER OF TAR PAPER TO x ANCHOR GALVANIZED STEEL BOLT SECURED TO 42" 24 PREVENT BONDING I VERTICAL REINFORCING STEEL NOTES: _ 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. r w A A 2. CHAMFER EDGES 3/4". a ~o dWAM 3. CONTRACTOR SHALL CONSTRUCT = � o CONCRETE PIER TO A MINIMUM ¢ � VERTICAL STEEL AS PER TABLE DEPTH OF 6' OR TO A DEPTH z aT. HE WRE A GOOD BEARING SOIL w o "'2 HOOPS, 12" O.C. v IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. E,� z o. 5. ALL INFORMATION SHOWN IS CITY ° a U MINIMUM. ALL PIERS SHALL BE o ~ 0 DESIGNED BY A PROFESSIONAL ENGINEER. v) POUR CONC. AGAINST = wm UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER 54-00 °2 STIRRUP, 24" O.C. 4 BARS 6" CONCRETE ENCASEMENT SI- 4-02 MACHINED BEARING SURFACE 1-5/8" 5/8" � • 3/4"�I f� BOLT HOLE DETAIL 33-1/4" 32-3/16" 2-1/4" AL_ 1 ..��.7/16" '. 1-1/4„ PICK HOLE DETAIL (SEE BOLT HOLE DETAIL (WATERTIGHT COVER ONLY) GROOVE FOR 1/4" DIA. 1" NEOPRENE GASKET COVER BACK 7/16" 2-9/16" 31-7/8 _" 33-15/16" � � r1-1/2" 40-3/4" FRAME SECTION �-21-3'4"-32-1/2" 23" COVER SECTION (4) 1/2" DRILLED AND TAPPED BOLT HOLES (4)1/2"-13 X 1-3/4" SS HX HD BLTS (4)1/2"-13 X 1-3/4" SS HX HD BLTS (WATERTIGHT FRAME ONLY) WITH STEEL & RUBBER WASHERS WITH STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY -V1480 APT) (WATERTIGHT COVER ONLY -V1480 APT) SPN Tq aF �ot.�ece s L. 'e 1.. ( {r�)hr X02 BRLV . %a/ 1-1/2 " �, )a�/` _e 1-1/2„ FRAME PLAN COVER FACE COVER FACE (VULCAN V1480) (VULCAN V1480) MANHOLE RING AND COVER & WATERTIGHT MANHOLE RING AND COVER S4-01 GENERAL NOTES( ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTILGROWTHIS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED, BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MJST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COIJPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM, cn cn w EL CITY OFBRYAN The Good Life, Texas Style. DRAWN BY: Jk;r DATE 1-01-05 SCALE: N T S APPROVED: W. P. K. F= 1 0 U R E = SHEET 1 OF 1 r• dWAM CITY OFBRYAN The Good Life, Texas Style. DRAWN BY: Jk;r DATE 1-01-05 SCALE: N T S APPROVED: W. P. K. F= 1 0 U R E = SHEET 1 OF 1