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RICHARDCART R(� COLLEGE..STATION, BRA OSCOUNTY, TEXAS a N U f 0 ON LEGAL DESCRIPTION 0. C3 F.EBRUARY 25 2005 cu LATEST REVISION DATE: DECEMBER 14, 2005 LOTS 1A THROUGH 3. OF UNIVERSITY TOWN CENTER PHASE ONE 3 (U W W U lI/E lTY N OR AR ,---- s o p FM OWNED &DEVELOPED BY: INC01 ��Tq � � ���0 OIE SAHARA REALTY GROUP, LTD. o� °� ° w P.O. BOX 4508 P n •�' IT W My z BRYAN, TEXAS 77805 �cUe = o ' W (979) 779-7209ED S - ECT�. � �' J BRA_ T _ �= OOD ND NOT REOUll s 1, gTATES, TABLE OF CONTENTS RANDALL S �Go3 C 1.0 OVERALL SITE PLAN L UNI!/ERS J rFY C2.1 EROSION & SEDIMENT CONTROL PLAN (SWP3) �N ARK EAST - N G \ C 1.1 1.4 SITE PLAN 3 � C3.1-3.4 GRADING PLAN PREPARED BY. PARK siGysoyq` 3 C7.1-7.3 SITE DETAILS KLING ENGINEERING & "SURVEYING tigq ro G 4101 TEXAS AVENUE c Sr Q P.O. BOX 4234CL BRYAN, TEXAS 77805 `sT u PHONE: (979) 84.6-6212 rGy qyG tieGy A FsF° CO PL INCm REVIEWED FOR COMPLIANCE DEC- 2 0 2005 DEC 2 0 2005 L l t�r cualo COLLEGE STATION ,. I t DEVELOPMENT SERVICES 11, (U w U b -ZSq I�Iics[c)S o S' U L D_ .a t d J 2 I - In U m IL (U 0 I LI 0 0 (U v Lu 0) 3 •a d IL d L IV 0 / LD Z W W Z LD Z w O In z .2 U d L U, a tL I N 41 3 0_ 0) 3 / 0.. 0 O J. CD L L a I 0 U c J I of la a W L / (U 0! In U N 0 L d d J T INs i -..... jVr.� `..... „e.,....M..�....._'.�w....__..__...-.__-.._.._._,,..._M_._.-..v.,._.,..<..............._...,.,...,....,...,iJ ! ....,._- ........... �_......•...«-�...,.,..- ' UNIVERSITY DRIVE^ 140 R.O. W. ... - - _ � �i�� , •� :'.) �• - • �� - - �,.,.... .« -- I�^'• _ .... •- . ) i I •I YSi::I � � '}1�' I L•LCLk7 , C::L`r!A ! r� � fit IF fit ' t 672.1' _ _ _ 288.5' _ • 1 - - 3 t - -�" ss -''-�'''"s:�~' - � ------._-__..._ 'i l�`•xa"�i ��u" - '�� •�S6z.' � Imo.._..' ' ..� '1 titre. -•-'!� .- -.. _ - - - ' - .1 �y=- ` ( ; _ •�j - �(�y�j r I - - C -..- ti..,.^• _;._.:...� - - _-._." _.�..__ - ..._--'----__ - ---._...-__- ----..._-_ ._ _... .._ - .- .__. _—..._-._.._....-_. - - ..-_ ----I r - ,�!J •--,,.-... • . _t do os i ,; F�_�-lip _ ___.---"...�__ �. .. _ __ .._ __-.__-.__-_._-•-_--_..__C. '•r..- - "''_ ----- - - __ - - �.. •�>� r ( UNIVERSITY CORRIDOR 1! j'•LL — urtrtY 1. r jJl r, i'- I t PU81JC —�-- _ a — OVERLAY DISTRICT 20' E (1,�1 �_--- 20' ,� 1, �' 1 I- PARKING SETBACK PER % . ; I 1 .,..r r , , 40' BUILDING LINE PER UNIVERSITY ----- --- (� { ` ! � 1•; !, 1 C .n CORRIDOR OVERLAY DISTRICT tl I )r ; ------_r ca . \``.,5\ \ . ,� - ----/ I 1 I: i'I I Ilull I I I I e - —_! �_—�� —� / ' 1 I n� / jl —� A. t'.. ` $ I VARIABLE WIDTH JOINT ACCESS EASEMENT Locl 410 6" y<<��% 0 , �G ciaof tf• Ll 2/1 �� `%' :%�tlt,/�!j !',fr!%'t:;ll�!t11.l..r11�' ! 1 \ \ 14 / // \ DUI m \ `\. �\� Im `\ `% \ r \ g \ �,. • r/ \ , \ \ , \ % , % \ , \ \ \ , ,. CA , \ \ �0 j f ,` IC.c '••i -�. ' N, o SCALE: 1 "=1 a i 1 I i 1 r !,t \ j+<:J,I LOT 313 �`` BLOCK ONE , ZONING: C-1 l,IL III J `/ `\ lz I IS \ DIN 315 . , NE hitL/ LAT ,t t t,l ` ? PGG i� \ L O O N PLA C ueuc �f ` - T E �•1 1 �. iY�'''CITY OF COLLEGE STATION VOL O`'n `\ .X, 15' SANITARY SEWER EASEMENT • 5�9p �, VOL 3935. PG. 71 ! PG- 160 i ua \ - '\'<•, CITY OF COLLEGE STATION / 15' WATERLINE EASEMENT i :!i!r, ,s• :,, %I,%: '' �'� ` VOL 3935, PG. 83 -' - ` LOT 3A - ,' /;,, /;l,r:,' ! ! \ -BLOCK ONE EXISTING 8' SANTARY SEWER ' O� LINEG. - v . , �c ZONING: C-1 c \ N. e, ------------- 10 OW — �� LOT 1 ,- - = LlNcoi �\ BLOCK ONE / 'v PLACE cl 3 A CFjES VOL1 P %/ 1 ;� r O' ---'ems{ \ \ %` % r' C� z W C) z 5 00 N N i LIJ r- co LL! z W > > aacn_1 \O :t ao co — �7 W I— a x ^ ^ Z D x�I_o� z z awa J Q CO Of I- LI_ \ 0 N m N 46 00 .- W w ZQ Z Z F- a Y a a D a � 0 Ls V) LLIU o o0 w In w cn g Lou O z WO a I>n W N �j o S 00 < O tY 4s Z N 50 w o a a Y, S D w O 0 Oa N W U K W U. U 5W W 0 Ix Q F 0. {-• U1 a ,J to 0 Qv \ o m N r•, n � T \ N to coo SCALE: 1 " = 60' DRAWN BY: BLB APPROVED BY: BJK DATE: 12/20/04 FILE: LEGEND MANHOLE SANITARY SEWER LINE WATER METER WATER LINE v� WATER VALVE FIRE HYDRANT t,�u GAS METER GAS LINE TELEPHONE PEDESTAL TELEPHONE LINE _—' POWER POLE 0 LIGHT POLE *. UNDERGROUND ELECT. LINE -UE OVERHEAD ELECT. LINE --=--- CHAIN LINK FENCE —. WIRE FENCE PROPOSED BUILDING IF, " x •• KEY NOTE 18 PARKING SPACE NUMBER PROPOSED SANITARY SEWER LINE •--PSS PROPOSED WATER LINE pw PROPOSED ELECTRIC LINE PE PROPOSED UNDERGROUND ELECTRIC LINE — PllE PROPOSED TELEPHONE LINE _� f PHASE LINE ! k RIGHT-OF-WAY LINE -- f- rn U f Q to to 0 0 r-r to 0 0 cu \D (1J O) 3 z Q J w lool - In 0 z w w z H 0 z W _O In > s 3 u _d IL L N a Iv z i N 3 IL 0) 3 a O O J 0) C L a W c 0 u s` J L tri a L N c D RJ QL tn }r u !li O L d O -t S 1 \\ ` • ` \ � z N " CON`WLn SCALE: 1 =30 N 99L \f r f) LLJ >- W .o .o %I \ to LOT .3A `� �` �` \%Z Z W Q `% BLOCK ONE - �y \\ \ \ Q m r IL 00 I LOT 3B eo0� . i' BLOCK ONE\\ ZON�\TG: C-1 ,�.'-�'y�,a6'`2j /)83' R1s:3' l 85 .EfT` -HYDRANT - / j pG�' � ]EXISTING ���t�,�<'^ �`� \ S� \ �� G• 1 \ 9Qi l 'S; V/ egg /� ` R1 168 m \` \` \ \` \ ` ••• r ---'-- C� \ % % . { 5 •- % \ ?�Z``` ZONING: C-1 172 �, ``. \ \ ``.` \\ ``•• r ------------------------ 470 ----------------- --rrr j ;fir I -------- ----- ---` l 3 �5 �o� `� `\ \ �` \ \ S r— F3���r �. �! . , 86b ��, 181 C,p GQ�GS 115 ` \ ` \ `\ `• • \ i' rr \----------- �, I 177=t _ :� /'• -/'� 47b �F ��\1 �gP ;- ---------------- 0, cop i I _ _ '' GE STATIONS `\ ' �,. \ \ \ `�' 177 VARIABLE WIDTH o� of coliE ER MEN ' �•' ` \ Jp \ \ ` PUBLIC UTILITY — — 15 5A11ff3 53 N as sjA� 1b6 ` 2 �\ - S 4 3g \\ \ \ \ I EASEMENT vol . 'coin EM NT Q i a tt oF"Y 75 1a' sw v35. PG 2i 177 - 47d �\ cr' \ `\ \ \\ r. R , 111 �j , 9 N \ / �t \ LF•�E 12 \ ; \` < LOT 1 \ \` \\ ` / / I ' .�� - R2.'s y oy 9 196 `� 4�' BLOCK ONE \ ` ` \` / / / r..' i :s ��. i �; 142 °`•� R2.5' `� 22.083 '.S F ', •� \ \ 196 -•., _ - _ _ - - -- - -- - �� -- 196 178 t \ �`.. R2�'—\ �� \� \ `\ \� ��_/ FT1 V1 478 R5.5' \c \ Q \ \ iso t.77�- 17.3' - w, 8a R2.5' 3 - s� \ Z�� J 141 i `! .•. - _ - - 1� I ]73 � �� DRIVE THRU 2a.a - �- - -- -- -=�_ �- � - ?go � e � � ,, , R5 5' 45c 1 1 { 197 "20 25' t - \ \ • 47f '� ' �� O {� 173 n , , 160 160 to -70 `% 195 00 vim, i , IIII rr I r 400 1>0 , r r r r .1 _9 �2• ::�• �\ `\-175 / f 15.5 78 ov, 3 \ -', i—I 184 c � o p W 18 Q II o t ,� I o �- 1 S '� .2 L4 161 , I v 45 1 1 R2.5' �i.2 R5.5 13 - \ / N ����0 F. N Pr _ 9 m O e 179 r , a O \ ►"'''1 I0 �o �G �43-5:�• � ', 11 i/ N � URANT W o 3 r r r \ TIP ff-3 4 ,� \ 2 W U 184 178 - - W_309' 00� \. o ° 197 1 156 l 195 I 196 1 I- 17.5' i 8O G ' -13.0 r I J z _ 18.5' 39.T _ r I 25.5' a Z5• \ N { --- 195 L—L-1 L- 187 L__rJ L---1 L- -1 ` 1,82.0* 128 0 I o1v• Q ` — 9 R15.0' R5.5 ❑ ' 47h . rr �+� II �s 7 ; vw 176 R2.5 �43 --- a ;! / - , 1 `lid \�\ \ �► per" .143 l l g ;� w , 7.5' - 1 , 145 .3 172 197 a 8o m m i \\ '�� s Z 173 6 N I O 1 JL R2.5' R2.5' 177 O 9 -r r >r Y ;\ •.` \\ N• } 1 TYP Q .9 187 173 f 1 - 83b >� / rco _ 9 182 ACRE _ _-- — o - J i�2 T 82 \ 82 EXISjTI ISDETENTION Z 1 ; 142 . Y a45' --- - - Y J I 28 145 ' o n I R2.5 �I y\ O I I I 142 [Ri .. ( n ,.:_ •_�\-A------- ------------------- OF ; 1 `'(E .......•T�• -� 1 't..................:'. 1. B.J.:KLING .s e� \or 24705 U t� z o z J Z W �i411 0 U to o cn of N z0 z o o a 0 J Y W W O 2 N Y i) W W I- O W In IU.Jn W '� 4 W 4j U > 5 a � u' 00 O !n , U O � O t 0 m IY U U M w0 z M y 0 a 3 s o a W W W W W W W U p > W N>> 211 SS w O W p W I,I Cil a a N in N rn ro W N, k d' N N M ^ N SCALE: 1 " = 30' DRAWN BY: BLB APPROVED BY: BJK DATE: 12/20/04 FILE: a LEGEND MANHOLE SS SANITARY SEWER LINE 'S WATER METER w WATER LINE w WATER VALVE FIRE HYDRANT t:Ull GAS METER r GAS LINE TELEPHONE PEDESTAL TELEPHONE LINE POWER POLE LIGHT POLE UNDERGROUND ELECT. LINE OVERHEAD ELECT. LINE --- `-�-- CHAIN LINK FENCE —• WIRE FENCE PROPOSED BUILDING. KEY NOTE 18 PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE Pw PROPOSED ELECTRIC LINE PE PROPOSED UNDERGROUND ELECTRIC LINE —PUE PROPOSED TELEPHONE LINE —PIP. PHASE LINE iml ` m . RIGHT-OF-WAY LINE -- A U a ch In a) In (U (U o_ O) 3 a z Q J Q. w / I, z w w z iD z w O Ln > a -Q 3 (n N u d 0_ L n, 0) I N 3 3 a 0 O J L a rn 0 J I L A >, vi L / (u Q_ tA 41 u 0) 0 L d a d J 2 SHEET Cl cNGt_-r rr1 ��I , � , � � mot• � I Z N N N_ Z_ co r N N LU z W j QQ��� 0000 Z W cf) x5F-P-r� w U)Z�`o� _Z Z J Q �w< of m~LL' LOT 4 2.29 ACRES 1 1 w 1 a t o 1 p 1 - - In W 1 7� Z ZI 0 U o g W a 1 SHEET C1.2 Z F- CE 0 U) N tn a w e SHEET C1.3 o € "' a y 3 o z s 1 i { p U O N K NS 4i atn i U z m 1 W w U z z m F z 3 ti 1 Cil _ W 1 U F 1 _----- 1 W o 0 0 0 o u,o o 1 -- SCALE: 1 " = 30' DRAWN BY: AAP APPROVED BY: SMK DATE: 12/20/04 FILE: 1 1 _ SHEET 1 -- 1 1 ' 1 1 t .1 - OF 4 1 1 l I- W U Q 0i 11 tU U? 0l� u) 0 0 (U 2 R_1 rn 3 z _I O_ w col 0 Z LLI w Z ~7 Z W / c: O In > -0 .Q 3 to a, u d d L a, a, f I N •F' 3 (L / 0) 3 0 / a O O J rn C L a W 1 c O u c I . a, > L A . >1 tn L a, > / cu kn a, 61 0 L D_ c d I / 2 LEGEND MANHOLE 0s SANITARY SEWER LINE c- WATER METER Cl/ WATER LINE w-- WATER VALVESL-.I• FIRE HYDRANT n{;+n GAS METER r GAS LINE s TELEPHONE PEDESTAL � TELEPHONE LINE T' POWER POLE C LIGHT POLE UNDERGROUND ELECT. LINE E OVERHEAD ELECT. LINE --- E - CHAIN LINK FENCE -• WIRE FENCE PROPOSED BUILDING KEY NOTE <aD PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER LINE -------- P68 PROPOSED WATER LINE PROPOSED ELECTRIC LINE PE PROPOSED UNDERGROUND ELECTRIC LINE -- PROPOSED TELEPHONE LINE -� PHASE LINE ISM : M 1 RIGHT-OF-WAY LINE -- HILTON HOTEL 11 \I ���� .c TARROW DRIVE lfiF�_ ONE WAY _______ (PUBLIC) 1 - -. -....,_--M -.. ,- f . ` :.._.. "._-,--...r..� .. I 9 PLACE 6"X6"X6' I - ,� i lM ( �� WHEELSTOPS AT 18 O.C. , 1 + I - C� w o - IEr . I 178 118 177 23.0' , ' I 118 �♦ I - O ' ' 1 Z cv SHEET C1.2 II I , 9 1 PROPOSED DOUBLE j t� \; '�{ \\ + 1 I SH_EE_T C1.2 �' INn �,_� -- - --� ' - ---�--��� �L AL _ E LINELr- SHEET ,3 v CHECK VALVE 123 33j 1 1 330 ` 1♦ 195 177 -r - �� + 0 G HAS uE _ _ , _ a SHEET C - w I- `O N -+re ' T-10"x4'-4" VAULT - - - I I Fes,. 189 i LL U � � co 1 0 41 ' L 5.0' 33j L t \-� ♦ R2.5' 5 5• R5 5' e� �sI _ _ -` _ I �' 1 - z W Q Q (n 178 '" _. 33h 11 176 1 t \ - _ ,w Q w ao _...._ 1 134 w `, qn o0 32b C7 � F- X ^^ ' SCALE 1"-30' 1 18.5' - -- -- -- 24.0'-R2.5' i73 '� �. 6Z X H 00% 0% 1 5.o �+ 174 13 R2.5' R5.5' _wc f�� -- -- -- -- -- -i 1 i ...__ I- UJ 0 w U) _ 0'O, ......_ o TYP R w \I , 12 TYP J ♦- 170 -.+-- `�'-- ._- ._.,..> -. , _...> ..._ _ -, - ' , -- -._ 178 32a'i0zII I _ 169 ( 189 7.1 _ o v Z o_ a w Q s.. -- -- - - - - , 80 - 179 _ -- - - 180 - - - -Ns O - - - - _...a- I� - m t- ILL 189 ~ � Z + I I .._ 190 �� 151 1!0 ` 62a ' ` ,�o� 171 177 N 172 �2 h ' 176 II `- Q 1 1 - 176 R2.5' _ S, g. ® O (n �' 11' + 1 1'\ �t ' 33f 33d 172 1 - (� ", tso 178 1 �1, 118 ,n . �1 Ems_ [ceF ! !�' c� �' ' 1 , t ♦ 18.0' 3 0' 20.0' 20.0'�I� 9.5' n+ 1 i i a ti -,-'-Z` ,.--. t TO FAC �t REVISED ESMT TO COVER t 62b I ' W ' 1 _._I ' a 186 .. 170b FIRE LINE TO BUILDING ♦ b M ,` C i I'7 r REVISED YfrTR SVC TO " 1 + __ \ ♦ N 1 = ,y; 0 r r r r r is , BRANCH OUTSIDE OF ESA1T 0 '♦ - M a o ' O\� a fiESTAURANT N I iL�� co 187 197 `` ,♦♦ gyp. M N L196 `� '� Q' 1-'� V q viz 7,518 5;F s� ��` % .o R$'S' ' Q O �'�! •1 , - 5 &EStAURANT 172 4.3 %t of .- w J , �/ i ti� 1 [\^2 ``J Cam./,.^/` -ir, fJ 1 V V \� 0 ♦ 0 4 I 3 I 14• 6'526 S `F o s 1 , _ `_ ` 1 146 FF 309 5 60 19 . N (Q 11 106�,y + I I 177 2ss 3.3 , I - i 61 ( ~ r Y I .. i ♦� ♦ U R2. ' R2.5' R4.5' , 1 RS:B' 1 y I I _� 156 \ ♦ F,� ,�� y 14 1 I ` w'f t, 4 1 j ti1� t-, 176 196 ♦♦ ♦♦ K o 13 11 w U �\' \ `I--� �Q�Sp 3 : , � ♦ ` M O. 176 r- - N --1~ \ 1 I I 1 \' \ 82 ``'\ "S&I Sid` �1 ♦ R2.5' b o i `� . i !� , 1 / / RFD pq 159 0 175 M 1 �2.5' 1 jl j� 1421 SF , J �I I \ �Ip i so 197 �� ti10 t 1 I -_ - \N\ PATIO AREA ` \ y I jy'QQca � ® ` q 26 1--- - -1 �, a � 7 s' ; \ / �' I (�,� �9 197 14 O' g d 142 11 1' \L`�, 188 g. Q o �►- 9 A \ V I R5.5� ' \� 1 � 188 - \� `/ \ 186 �• ';.;'. o 99 195 h 195 R2.5' R2. ' R .s' ; d .. � c'\� \ � �1���� � `� � 159 � � e . .k-13.o'-�{' ��O ,k-,k-s.o+ II \t+ \�, �. -� r,'\� ;,� 1` \ o gyp. ' \\ I I • \ `'� ®G 18s M 177 1 - . � II x \./ , \ ®� 0; 190e 1 N , y 30 N 4 1 ' I 1 - - - � \ n 00 U,3 rn \ 118 _, 3.0' \ N ' o _ �T�� I \� \ %\\ \ � --- - - 172 R2.5' s R\\ 1 Z 1 ;y W %� t , � ``�� R94.0' ��`~- 20i �,/� s �® ,328 SF PATIO AiifA 9.5' 159 1 \\ 36 , 0 I t !, I --- &""I Z 11 _ w o \ `�_4 ® ® \® ® `� i .� 16 N 1 -6 156 173 ( 1 I t 1 / \` d ` ®� 70' .. _ , ►� \ o_ r O 146 � N ° ; ... - �T� C!) y I ..I �� G 201 `'1Al , - �.�. I� e N - - - -- -� ---- - W - `'< u � J , B. . , .. � ..l \I'1� 173 I f I t Q; 11 w o I ` � r' 1 I R2.5' IYP. 173 R .5 �, 196 �`ll (I 1 1 \I,i +' VO G� , -� x _ �I t 1.5' 2.5 141 ji \� �' j � II 1 I . , R73.5' 005 JI ��. 187 i 63 0 13 I l ' + FOUNTAIN RADIUS • '►`� \ II .1q3. "' 1 1s.5' I I y 1 1(P. , O r , �1 �3j� _ - L _- - - - -- -- -- -- -- -- R7.0-- -- -- -- - - -_ `� -- _- v 1 ' 186 RFRTAIIRAUT II ' -�\R2` �,� 1_7 -^c �q` ; 1 \�1 -rn 6,504 S F. �--� I � �; 203 FF 309 5 30 ,� 30 1 V�1 1 RCP I ' - - r M 1. I - ' - - n N n 16.0 I � ITT 1 r F+-1 - - - - - - - - - - - - - - - d _ ` 200 �\ \ 34b ' I I 15' PUBLIC UTILITY )( R2.5' I IL�j' rr�, ---------- - .--6------ L '� ___ J �,\ 34C 11 64a FASELTM eb RS.�a- , V ----- -- __ --3 ----- ---- _ - - O -O R2.5' / I T O 0 II \ O w I r"I ►-� T r \ \ 193 Sf' 6 / / '. RCP=-290.00 1 202 DETENTION / \ I O P4 :_ POND ` o O 1 64b 64G v ��\ �5, / 5.0' % 1 O i Ic \ / �\ ( \ f `` / 197 _ 179 - , 89 ::, 121 7 42 \ `�� 176 �, ' U : v \\ ♦ / 195 - - - _ - -- 175 ,9 6 / 172 •o. R2.5' / . ol �> . I� ; I 1 1 �`. Q �\ \ / 174 ' 190 ' 188 R2.5 / / �� , �" �I I ,I `,� \ ` �..pp?p, a78 �' y 1 R7.O' ,�2c; 173 / / - _ �� // �,/ /t.�� \Z\. �' r 176 195_ 1 1\ � � (D I /�/ �/ 92 tit �' / /� � j. 173 79h 177 1 � /� ..�' \� `•, 1. 0 ,M 4• \t \ �f/\'�-� '1 .K' ``�\ ® 186 r, R53' R25' I `` V ` // �^`/� \- -pF r . 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KLING 1 '` ! , I 23.0' 9' 35c 0 119 `,54 in �i �, '�\-- , \` `, '� •• 24705 ' �' .:'/ I e � . w $ N 1`1'S 0� 65b `. \D �� ` / ' +` +\` ' �: J ,� + I 1 172 r 10 0 79c-------i---------------------1 , f71 0-- 35b 118 " �" - i - - t c - TO FACE ' 4`- TO FACE ; ^ \ ` ` \e \ \ -�`�`� SCALE: 1 "=30' ,� t J TYP 1YP o . I II . 1 r j , ��� n 144 1 t t " ,. , ' 9.0' TYP 9.0' TYP 9 6 d` 9� -\ '` �' 45f �%' 6A I , ' ` r \ .` EX G 30 RCP : 1 + ' I - l( 1+ I - ' s ate, i 142 ��- y i t z o• \ t s jI ' ' \ " /' v �\ ,. �'4 } 4 1 ;l , TI I 57 S� CtP\ RIGHT TURN LANE ACCOMMODATES' I • Ip '1 1O O \ i 1� f,Y :1 , + O 79f 9• �*'' JG � WB-50 TURNING RADIUS 3 (\ z W 2 9• I + z 12 �+ cR'' Q �' . '4�0 r� % N 1! I I I , �. _� o � Y . `` 1 O O ' O ,�5 S' I PROPOSEDP DESTRIAN -; 4 :'�• \ 4� 1 d U 14': I �d,. � •� � � \ 17.5'� R2.5' - 36� 199 '� 1 9'`zr`� '� 1-1. � .i%�- .°� CROSS WALK ' I , , �' ti��\` o U 4 li G ' R24-tl I >t. a. lZ © / ?+, t\ R2.5\ g2 a \ 4 I r� i / 1 I '" I \ I vi � . 1t I ' ' j �t\ -I: ' t w In %'T 1 II '';,• !� 790 5.$ j 176 �o. 36 `` w_, 198 ' ! ' ? 1 I .� r }- i 11 170b ' I.,' rj 195 2 -R5.5I F o 4' '� ; . ) I S � O R2.5' of -15.5' } .120. 11 l: -1 4 0 , ,.. - w 135 174 v 177 l` q ` } 1 �'.' i .' I Z M � 611, 76 '-A LLI 66a R5 \ fy. ) R2.5' 66b - / ,it '' 1 ' + N Lm >/ ,'r / `\, r + w V C sir\ \- 26'.W ' '? ' / 0 ? T s11 j 1 + 1 79a 173 10' P�ENIFNl • / R395.0 k u ' I / • 30• I' - woo, //� �1 S ' `£ t ± 'y R2.5 P.��` 1 PROPOSED PEDESTRIAN C1 1 .. ,� ' 136 Ii 108 , .� i 9 177 100 Is; `r CROSS WALK + ; 16 � 15 �� -4-1 } nFw ` + / A J ��. U ram•0'`a \ -� ,_wMM� �*'� i .4 I 2 1 171 11 2.2 _ c Ci� `\ / Sv, --� � �. o FP,. 195 150 1 '� /. A 20 7 - 194b CROSS PEDESTRIAN I 184 w �_ 11 � E>, MEO0 J �'� - .. .1, R9 5 s I ' I 1 PA`M �' OQ 162 2.3' r� 2. 1 ; ^ 1 a4.0' 173 - _ 1' _ I TING ADA RAMP TO BE I \, ( :�? ` �� 0 D & REPLACED W I 5194 I ^9' �� �9532 t-A) HARD SIDEWALK & CURB. I -- � II , I , �O ��' PC . I . a I - 51� R ono ) al r ' \A� 'O>' � G 4O 01 I' REMOVE PEDESTRIAN W II. 183 ,� O. + ' . - �G 0E O IL ?'- ' CROSS WAUC -�.- - 1 171 J ��� ��'p `g0 __ t�. �'_% _"\.._-.'^� ./� /\ �^_ ,-'I- .i\ /'` f /'- ./'N. ---\- _/\_ /\ /�_ /\ /\ _'^-_ /-"r-✓ \r \ d w� t '�'`'� �� EXISTING PEDESTRIAN io 1 �• c �\� - . US) 0 N It Il: ¢ 0 �Cr CROSSWALK 11 , • 1 \ v+ w - 1 I- `� . \\ '\N\�� \\ e I ' o / ♦ I ' •• -. U•'�. .a \EXISTING TRAFFIC SIGNAL'& ¢ o ; w v \ ,. j REVISE PEDESTRIAN CITY OF COLLEGE STATION o w o ocr \\\�\L'Y •� CROSS WALK , , J SIGNAL VAULT TO REMAIN rn w w c}wi, it I i i �, I Z O Q w M D �- P O O J / �\ I PRO OS D P DESTRIAN i i i----- I g w w n / i/ 4ll� CROSS WALK Y N coi o 0 0 0 0 pp o/ : I I i i I vwi o ww vwi vwi uwi 00 \, 0 '% I EXISTING PEDESTRIAN CROSSING 11 1 \ r 1 I¢ a w r 4 a �\\,\ @ `4, SIGNAL 0 REMOVED. 11 ' ; - I • r 157� ABANDON CONTROL LT I I I I I \ r) \ \\\ ® I EXISTING STREET LIGHT TO BE i I 1 \�' ( a M o � 'r 'r I w ! Q \ ,\ REMOVE I RELOCATED -15' WEST � � I o � � � -> , -" \, , 'p I I' I j �I M M tD n In , N N N \\\\ \\ 0 EXISTING ( 1 ! \ \\ PEDESTRIAN %�\"' `� CROSSWALK I i - ENTRRA�NCE ACCOMMODATES ,. , ' I WB-50 TURNING RADIUS SCALE: 1 = 30 -BDC PROPERTIES- CONST-R�UCTION INC �\� � � \,Y- " L% ` I; '' " DRAWN BY: AAP 1. CALLED 4.51 ACRES % � XISTING TRI "t 11 - VOL. 6298 PG. 201 %� ��' STOP I" % r1;�, ', EXISTING CITY OF COLLEGE I APPROVED BY: SMK t �\\� I I \1 �1\ ('BENABANDONEDTRAFFIC VAULTIDATE:TED \� , -- _ _ , i - - _ -'�' \ \\ 0 -- _`--- R34 1 ; FILE: N� \\ Q � I - - s EXISTING SANITARY SEWER I 'k\ �\\\�@ I � MANHOLE TO REMAIN I I i , I I 1 REVIEWED FOR v %\ �" -it.$ . P ` j I SHEET COMPLIANCE % � E INSET'A' _ \'N� ta= =� - - ------ �--------- DEC -2 0 2005 \\\\v �'' �� ti '-f OF 4 COLLEGE STAI fUN o� �'07 i�Ile �\ ley Q�V€LOENT SE`1VICES \ e �`.. { a �..�\�. �% i F- rn U OD Q 0 U) 0 0 (U a cu rn 3 z a J w / L7 z Of w w z LO z Li / 0 Ln 4 3 V) r, u d L d z I N 3 CL / rn 3 / a 0 0 J rn a rn I s` 0 u c J I a, L ra f Ln L N / (U rr u Iv 0 L o_ d .J 2 WATER O EXISTING 12" WATERLINE (C 900, CL 200) ASSUME 4' BURY. O CONNECT TO EXISTING 12" WATERLINE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). O3 PROPOSED 12" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). ® BANK OF 6 - 2" WATER SERVICES WITH 1" WATER METERS SET AT 4' SEPARATION TO SERVE SOUTH RETAIL LEASE SPACE. PROVIDE 60' OF 4" CONDUIT FOR EACH WATER SERVICE @ 30" MIN. BURY. O PROPOSED 3" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). © BANK OF 5 - 2" WATER SERVICES WITH 1 " METERS SET @ 9" SEPARATION. PROVIDE -20 L.F. OF 4" PVC CONDUIT @ MIN. 30" BURY. O INSTALL FDC (DOUBLE CHECK VALVE ASSEMBLE) WITH 184 LF 6" FIRE LINE TO SERVE SPRINKLER SYSTEM. <8j> PROPOSED 6" FIRE LINE (C 909). Sb STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' FROM B.C.) O9 INSTALL 4" IRRIGATION SLEEVE TO EXTEND 2' BEYOND BACK OF CURB. 10 EXISTING 12" WATERLINE (C 900) AT 5' BURY. 11 EXISTING 8" WATERLINE (C 900) AT 5.5' BURY (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 12 EXISTING FIRE HYDRANT - 17' FROM B.C. (ADJUST AS NECESSARY TO MATCH FINISH GRADE). / 13 INSTALL 20' OF 2" PVC IRRIGATION LINE WITH A 1-1/2" / IRRIGATION METER SET FLUSH WITH FINISH GRADE. / 14 INSTALL 20' OF 2" PVC IRRIGATION LINE WITH A 1-1/2" IRRIGATION METER SET FLUSH WITH FINISH GRADE. 15 ADJUST EXISTING VALVE BOXES TO MATCH FINISH CONCRETE GRADE. 16a 6" TAPPING SLEEVE AND VALVE AND 20' OF 6" MAIN LINE. 16b INSTALL 1" WATER METER. 16c INSTALL 1" WATER METER. 16d 6" FIRE LINE- TO DOUBLE CHECK VALVE ASSEMBLY IN BUILDING. INSTALL FDC @ BUILDING. 17 INSTALL STANDARD CITY OF COLLEGE STATION FIRE HYDRANT 2.5' FROM B.C. 18 .EXISTING 12" WATERLINE 19 PROPOSED 8" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 20 N/A 21 N/A O N/A 23 N/A 24 CONNECT TO EXISTING 8" WATERLINE (C 900) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 25 INSTALL 132' OF 6" WATERLINE. 25b INSTALL STANDARD CITY OF COLLEGE STATION FIRE HYDRANT 2.5' FROM B.C. 25c INSTALL 1" WATER METER. 25d 6" FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM 25e FIRE DEPARTMENT CONNECTION 26 EXISTING 8" WATERLINE (C 900) AT 5' BURY. 27a 3" TAPPING SLEEVE AND VALVE WITH 15' OF 3" WATERLINE. 27b 1" WATER METER. 27c 1" WATER METER. 27d 1" WATER METER. 28a CONNECT TO EXISTING 8" VALVE WITH 6" X 8" REDUCER. INSTALL FDC (DOUBLE CHECK VALVE ASSEMBLY) WITH 64 28b LF 6" FIRE LINE TO SERVE SPRINKLER SYSTEM. - 28c 6" FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC @ BUILDING. 28d 1" WATER METER. 28e 1" WATER METER. ' 28f 1" WATER METER „ „ SANITARY SEWER 43 CONNECT TO EXISTING SANITARY MANHOLE TOP EL. = 306.65 EXISTING 8" OUT. = 300.60 PROPOSED 8" IN. = 303.83 ® PROPOSED 8" SANITARY SEWER LINE AT 50% WITH STANDARD CITY OF COLLEGE STATION MANHOLE AT END OF LINE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 45a INSTALL 8' OF 6" SANITARY SEWER GREASE LINE AT 2%, ENDING IN CLEANOUT @ FL�z3lg.31- 309.31. USE DEEP -CUT CONNECTION TO 8" LINE - FL=303.51. 45b INSTALL 49' 35' OF 6" SANITARY SEWER LINE AT 2.07. FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL. 303.34'. FLOWLINE AT DOUBLE CLEAN OUT = 3-18.98 309.90. 45c GREASE TRAP TO BE INSTALLED BY TENANT 45e RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE. A R S IN CLEANOUT @ F=4 309.31. CONNECT TO =ANI�O'LEATG FL=304.62. 46 EXISTING 8" SANITARY SEWER LINE (SDR 26) AT 1.07 APPROXIMATELY 8' COVER. 47a INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL. 293.57', WITH A DOUBLE CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 47b INSTALL 46' OF 6" SANITARY. SEWER LINE AT 2.0% FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL. 293.85', WITH A DOUBLE CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 47c INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL. 294.05'. WITH A DOUBLE CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 47d INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.07 FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL. 294.24', WITH A DOUBLE CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 47e INSTALL 46' OF .6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL 294.45', WITH A DOUBLE CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 47f INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL. 294.65', WITH A DOUBLE CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 47g INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.07 FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL. 294.85', WITH A DOUBLE CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 47h INSTALL 50' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL. 295.67', WITH A DOUBLE CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 47i INSTALL 84' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO EXISTING SERVICE LINE - EL. 297.05'. WITH A DOUBLE CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 47j INSTALL 53' OF 6" SANITARY SEWER GREASE LINE AT 2.0% WITH 1000 GALLON (7' X 14') GREASE TRAP - COMPLETE - GREASE TRAP MANHOLE TO MATCH FINISH GRADE. FLOWLINE AT BUILDING - 306.0' - TIE TO SERVICE LINE - 47i. ® EXISTING MANHOLE - REMOVE CONE AND ADD RINGS TO MATCH FINISHED GRADE. FL = 304.50 49a EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.60 49b EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.60 49c EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.50 50 EXISTING SANITARY SEWER MANHOLE TOP MANHOLE 309.8'. FLOWLINE NEW 8" IN - 306.92' (NORTH) INSTALL DROP MANHOLE. FLOWLINE EXISTING 8" OUT - 302.0;. 51 LOWER EXISTING SANITARY SEWER MANHOLE TO MATCH PROPOSED GRADES. CONNECT TO EX STING 8 X8 DUCTILE IRON CROSS WITH 8 29 X 10" REDUCER. (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 52 N/A 30 PROPOSED 10" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 310 15' OF 3" WATERLINE (SDR-21, ASTM D2241). 31 b INSTALL 1-1/2" WATER METER - IRRIGATION. 53 N/A 32a 64' OF 6" FIRE LINE. 32b STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' FROM B.C.) 33a PROPOSED 8" WATERLINE. 33b N/A 55 PROPOSED 8" SANITARY SEWER LINE AT 0.4% WITH STANDARD CITY OF COLLEGE STATION MANHOLE(S). NOT 33c 23' OF 6" WATERLINE. REQUIRED FOR BUILDING SERVICE. SERVICE PROVIDED BY 33d BANK OF 3 - 1" WATER METERS EXISTING SANITARY SEWER STUBOUT LOCATED AT NORTHEAST CORNER OF BUILDING. LINE & SERVICE LOCATIONS 33e N/A POSSIBLE BUT NOT NECESSARY. 33f 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM. 33g N/A 5-7 a-> INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - 33h O BANK OF 2 - 1" WATER METER. EL. 309.50 - EXTEND 35' @ 2.0% TO EL. 308.80 (USE DEEP CUT CONNECTION TO CONNECT TO 8" LINE @ ELEV. -) TO 8" 331 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE LINE (TO DOUBLE LINE - EL. 308.22'. INSTALL A DOUBLE CLEAN OUT AT CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM.. BUILDING. 57b INSTALL 25' OF 6" SANITARY SEWER GREASE LINE WITH 1000 <M> FIRE DEPARTMENT CONNECTION GALLON (7' X 14') GREASE TRAP - COMPLETE - GREASE TRAP MANHOLE TO MATCH FINISH GRADE - EL. AT BUILDING - 309.5', EL. AT 8" LINE - 305.06'. 34a N/A 57c INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - 34b 1" WATER METER. EL. 309.5' - EXTEND 35' @ 2.0% TO EL. 308.80 (USE DEEP 6" PLUG FOR FUTURE 6" FIRE LINE (TO DOUBLE CHECK VALVE CUT CONNECTION TO CONNECT TO 8" LINE @ ELEV. -) TO 8" ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC @ BUILDING. LINE - EL. 305.41'. INSTALL A DOUBLE CLEAN OUT AT 35a N/A BUILDING. <-35b'> BANK OF 4 - 1" WATER METERS <57d INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - 35c 6" TEE FOR FUTURE 6" FIRE LINE (TO DOUBLE CHECK VALVE EL. 309.5' - EXTEND 35' 0 2.0% TO EL. 308.80 (USE DEEP ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC- @ BUILDING. CUT CONNECTION TO CONNECT TO 8' LINE @ ELEV. -) TO 8" LINE - EL. 305.35'. INSTALL A DOUBLE CLEAN OUT AT _36-> STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' FROM BC) BUILDING. 37a N/A <57e INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - O37b N/A EL. 309.5' - EXTEND 35' @ 2.0% TO EL. 308.80 (USE DEEP CUT CONNECTION TO CONNECT TO 8" LINE @ ELEV. TO 8" 37c N/A -) LINE - EL. 305.26'. INSTALL A DOUBLE CLEAN OUT AT 38a INSTALL 5' OF 3" WATERLINE. BUILDING. 38b 1-1/2" WATER METER - IRRIGATION. 39 N/A ® N/A 41 N/A . 42 N/A 57f INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - EL. 309.5' - EXTEND 35' 0 2.0% TO EL. 308.80 (USE DEEP CUT CONNECTION TO CONNECT TO 8" LINE @ ELEV. -) TO 8" LINE - EL. 305.17'. INSTALL A DOUBLE CLEAN OUT AT BUILDING. 57g INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - EL. 309.5' - EXTEND 35' @ 2.0% TO EL. 308.80 (USE DEEP CUT CONNECTION TO CONNECT TO 8" LINE @ ELEV. -) TO 8" LINE - EL. 305.11'. INSTALL A DOUBLE CLEAN OUT AT BUILDING. <_57hI> INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - EL. 309.5' - EXTEND 35' 0 2.0% TO EL. 308.80 (USE DEEP CUT CONNECTION TO CONNECT TO 8" LINE @ ELEV. -) TO 8" LINE - EL. 304.93'. INSTALL A DOUBLE CLEAN OUT AT BUILDING. 58 N/A 59a INSTALL 99' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE DEEP CUT CONNECTION TO CONNECT TO 8" LINE - FL = 305.78'. INSTALL DOUBLE CLEANOUT 5' FROM BUILDING. FLOWLINE AT BUILDING = 312.0'. 59b INSTALL 62 LF OF 6" PVC SANITARY SEWER SERVICE LINE AT 2.0% SLOPE, FL AT BUILDING = 312.00. END IN DOUBLE CLEANOUT 5' FROM BULIDING. GREASE TRAP TO BE INSTALLED BY TENANT 60 PROPOSED 8" SANITARY SEWER LINE AT 0.5% WITH STANDARD CITY OF COLLEGE STATION MANHOLE AT END OF LINE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 61a INSTALL 139' OF 6" SANITARY SEWER LINE AT 2.07 FROM BUILDING - CONNECT TO MANHOLE AS SHOWN, FL = 303.64. INSTALL DOUBLE CLEANOUT AT 5' FROM BUILDING. FLOWLINE AT BUILDING = 306.5'. TIE TO GREASE LINE AS. SHOWN. 61b INSTALL 119' OF 6" SANITARY SEWER GREASE AT 2.0% SLOPE, FLOWLINE AT BUILDING = 306.50'. END IN DOUBLE CLEANOUT 5' FROM BUILDING. GREASE TRAP TO BE INSTALLED BY TENANT. 62a INSTALL 2 - 6" SANITARY SEWER LINE, 62' LONG - FLOWLINE AT BUILDING - 306.5'. INSTALL DOUBLE CLEAN OUT AT BUILDING - FLOWLINE AT 8" LINE - 302.3'. 62b INSTALL 2 - 6" SANITARY SEWER LINE, 47' LONG, AT 2.0% FROM BUILDING EL. 306.5'. US A DEEP CUT CONNECTION TO TIE TO 8" LINE AT EL. 301.9'. INSTALL DOUBLE CLEAN OUT AT BUILDING. 63 PROPOSED 8" SANITARY SEWER LINE AT 0.5% WITH STANDARD CITY OF COLLEGE STATION MANHOLE ON EXISTING LINE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 64a INSTALL 106' OF 6" SANITARY SEWER GREASE LINE AT 2.0% SLOPE, FLOWLINE AT BUILDING = 306.50'. CONNECT TO SANITARY SEWER USING DEEP CUT CONNECTION, SEE SHEET C5.1 END 1N DOUBLE CLEANOUT 5' FROM BUILDING. GREASE TRAP TO BE INSTALLED BY OWNER. 64b INSTALL 28' OF 6" SANITARY SEWER LINE FLOWLINE AT 2.07 SLOPE, FLOWLINE AT BUILDING 306.50'. END IN DOUBLE CLEANOUT 5' FROM BUILDING. USE A DEEP CUT CONNECTION. 82 EXISTING 8' X 8' TRANSFORMER. 83a FURNISH AND INSTALL 2 - 4" CONDUIT - 90' LONG AT 4' BURY TO BUILDING. <-8-3-b> FURNISH AND INSTALL 2 - 4" CONDUIT - 100' LONG AT 4' BURY TO BUILDING. 83c FURNISH AND INSTALL 2 - 4" CONDUIT - 165' LONG AT 4' BURY TO BUILDING. 84 FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) ® EXISTING 3 X 5 PULL BOX. 86a FURNISH AND INSTALL 2 - 4" CONDUIT - 21' LONG AT 4' BURY TO BUILDING. 86b FURNISH AND INSTALL 3 - 4" CONDUIT - 156' LONG AT 4' BURY TO BUILDING. 87 N/A 88 N/A 89 N/A 90 N/A VERIZON TO FOLLOW UNDERGROUND ELECTRIC ROUTE - CONTACT VERIZON FOR CONDUIT AND BURY REQUIREMENTS. 91 N/A 92 N/A 93 N/A 94 N/A 95 N/A 96 N/A 98 N/A 99 N/A 100 N/A 101 N/A <a§2> N/A 103 N/A 104 N/A 105 N/A • 1 SITE SPECIFIC 1. PROJECT IDENTIFICATION: 151b EXISTING CURB INLET TO BE REMOVED. PROJECT NAME: UNIVERSITY TOWN CENTER LOCATION: UNIVERSITY DRIVE 151c EXISTING 36" RCP STUB -OUT, TO BE REMOVED. LEGAL DESCRIPTION: LOT 3R (5.85 ACRES) & 4R (4.62 ACRES) OF THE REPLAT OF LOTS 1 & 2 - HENTON SUBDIVISION, VOL. 2017, PG. 239 & LOT 2 - ONE LINCOLN PLACE, 152 N/A VOL. 690, PG. 175 - 13.31 ACRE TRACT-VOL. 6347. PG. 185 7.26 ACRE TRACT - SAHARA REALITY GROUP, LTD. VOL. 6078. PG. 247. 153 EXISTING 48" RCP. 2. APPLICANT INFORMATION: 154 GRATE INLET SAHARA REALTY GROUP, LTD. C/O DAVID SCARMARDO 1 55> TRENCH GRATE. EL=308.5. FL OUT=306.2. P.O. BOX 4508 156 CURB BREAK WITH 2' WIDE CONCRETE DRAINAGE FLUME. BRYAN, TEXAS 77805 (979) 779-7209 156 3' CONCRETE FLUME i57 48" RCP CULVERT. 3. OWNER INFORMATION: 158 30" ADS N-12. SAME AS APPLICANT _............ � 159 48" ADS N-12. 4. TOTAL SITE AREA IS 20.02 ACRES. 160 BUILDING DOWNSPOUT, CONNECT TO 10" ADS N-12 STORM SEWER. CONTRACTOR TO PROVIDE STUB UP WITH ADAPTER 5. CURRENT ZONING - C-1 & R-1 AT PROPOSED DOWNSPOUT LOCATION 6. CURRENT USE - VACANT 160 128' OF 10" ADS N-12 STORM DRAIN 0 0.8%. 7. PROPOSED USE & IMPROVEMENTS: RESTAURANT & RETAIL SHOPPING CENTER WITH ASSOCIATED PARKING, UTILITIES. AND LANDSCAPING. SITE 8. A PORTION OF THIS TRACT LIES WITHIN THE 100-YR FLOODPLAIN ACCORDING TO THE FLOOD INSURANCE RATE.MAP FOR BRAZOS EXISTI 5' D B. COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NUMBER 480083, PANEL NO. 0142C, MAP NO. 48041CO142 C EFFECTIVE &62 DATE: JULY 2. 1992, REVISED SEPT. 19, 2000. THE PROPOSED DETENTION AREA WILL ACCOMMODATE EXISTING FLOODPLAIN STORAGE REMOVE •66- OF 5' SIDEWALK TO ACCOMMODATE NEW ENTRANCE. & PROVIDE EXCESS STORAGE FOR SITE DETENTION. Zo 3 N/A 9. ALL PUBLIC AND PRIVATE UTILITY LINES & SERVICE LINES INCLUDING WATERLINES, SANITARY SEWER LINES, ELECTRIC LINES, TV/CABLE, COMMUNICATIONS LINES, ETC.. SHALL BE UNDERGROUND INSTALLATIONS. 164 REMOVE CURB INLET WITH EXTENSION AND RELOCATE 40' WEST. REMOVE RCP AS REQUIRED TO RE -INSTALL WITH 10. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. IRRIGATION SLEEVE LOCATIONS ARE PROPOSED ON THIS PLAN. COMPLETE JOINT. 165 SAW CUT AND REMOVE 90' OF CURB AND GUTTER -TIE 11. EASEMENTS SHOWN ARE TO BE DEDICATED VIA A REPLAT UNLESS OTHERWISE NOTED. NEW CONCRETE PAVEMENT TO ASPHALT PER DETAIL. 12. BUILDING AREA: 166 RELOCATE STREET LIGHT 40' EAST. RESTAURANT (W/O DRIVE THRU') 40,716. S.F. RESTAURANT (W/ DRIVE THRU') 1,400 S.F. 1fi7 INSTALL 40' OF 5' WIDE SIDEWALK WITH SIDEWALK HANDICAP RETAIL 60,262 S.F. RAMP AT PARKING LOT - DOWELL 6" INTO EXISTING WALK TOTAL: 102,378 S.F. AT 12" O.C. 168 INSTALL 80' OF 24" RCP TO INCLUDE 6:1 SAFETY END 13. DIMENSIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED TREATMENTS AT 1.5%. 14. ALL DISTURBED EARTH MUST BE 100% COVERED WITH ESTABLISHED GRASS OR GROUND COVER PRIOR TO CERTIFICATE OF I OCCUPANCY. ATMOS GAS 169 INSTALL 60 OF 5 SIDEWALK, DOWELL 6 INTO EXISTING 30" MIN. BURY ON ALL LINES 170 WALK AT 12" O.C. TIE NEW 5' WALK TO EXISTING WALK - DOWELL 6" INTO 15. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE #2394. 106 O EXISTING 4" POLY LINE. EXISTING WALK AT 12" O.C. 16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL FRANCHISE & PRIVATE UTILITIES WITH 107 N/A 170b 5' SIDEWALK. EARTHWORK & PAVEMENT CONSTRUCTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING & INSTALLING ANY NECESSARY UTILITY CONDUIT PRIOR TO 108 TERMINATE 4" POLY LINE <170c 4.5' SIDEWALK. SUBGRADE PREPARATION & PAVING OPERATION. GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINATION OF UTILITY INSTALLATION ORDER. 109 EXISTING 3" POLY GAS LINE. <171 SIDEWALK CURB RAMP WITH RETURN CURBS, RETURNED U BS, PER ADA/TAS 17. SITE LIGHTING IS TO BE INSTALLED WITH THIS PROJECT. THE OWNER WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE STANDARDS USED. SITE LIGHTING IS CONSIDERED TO BE A PERFORMANCE SPECIFICATION. CONTRACTOR IS TO INSTALL ALL LIGHT POLE BASES, 110 EXISTING 3" POLY GAS LINE. 172 6" REINFORCED CONCRETE PAVEMENT. CONDUIT WITH PULL STRING, WIRING, PULL BOXES, TRANSFORMERS, PANELS AND APPURTENANCES NECESSARY FOR PROPER <jjj> INSTALL 10' OF 2" POLY GAS LINE AND SET A BANK OF 5 OPERATION OF THE LIGHTING SYSTEM. CONTRACTOR TO RECORD LOCATIONS OF ALL CONDUIT ROUTES. METERS AT 3' SEPARATION. 173 STANDARD REINFORCED N AN E CONCRETE CURB D GUTTER, POURED MONOLITHICALLY WITH PAVEMENT. 18. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW FROM ANY PUBLIC RIGHT-OF-WAY 112 INSTALL 20' OF 2" POLY LINE, SET METER AT BUILDING. 174 STANDARD 6" X 6" WHEEL STOP. OR RESIDENTAL DISTRICT. SUCH SCREENING SHALL BE COORDINATED WITH BUILDING ARCHITECTURE. 113 INSTALL METERS 115' ' S A POLY LINE, SET AT BANK OF 5 AT 3 SEPARATION AT BUILDING. 175 O 12" REINFORCED CONCRETE DUMPSTER PAD AND APRON. pA R K J N G ANALYSIS 114 INSTALL 130' OF 2" POLY LINE, SET 2 METERS AT REAR SPACES REQUIRED OF BUILDING. PARKING SPACES REQUIRED INCLUDING 5546 SF 65a INSTALL 103' OF 6" SANITARY SEWER LINE AT 2.0% FROM <115 EXISTING 2 POLY LINE COMPONENT 1: GROSS SQUARE FOOTAGE (SF): 104,860 RESTAURANT PATIOS 110.812 BUILDING EL. 303.5', USE A DEEP CUT CONNECTION .TO TIE TO INSTALL 45' OF 2" POLY- LINE, SET METER AT REAR OF GSF / 250 (SPACES) = 420 444 EXISTING 8" LINE AT EL. 296.9'. CLEAN OUT REQUIRED AT 75' 116 BUILDING. INTERVALS. TOPS TO MATCH FINISH GRADE. COMPONENT 2:INSTALL 117 50' OF 2" POLY LINE, SET METER AT REAR OF 25% GSF (SF)= 26,215 27.703 65b INSTALL 66' OF 6" SANITARY SEWER GREASE LINE AT 2.0% BUILDING. TOTAL RESTAURANT (SF) = 50,724 56,676 FROM BUILDING EL. 303.5'. TIE TO 6" SERVICE LINE. INSTALL INSTALL 47' OF 2" POLY LINE, SET METER AT REAR OF TOTAL REST. - 25% GSF (SF) = 24,509 28,973 DOUBLE CLEAN OUT AT BUILDING. 117 BUILDING. ADD'L REST. SF / 65 SPACES/SF (SPACES) = 378 446 66a INSTALL 1 06- OF IS", SANITARYI NE AT 2.0% FROM 118 INSTALL 1130' OF 4" POLY AS MAIN LINE TO SERVE 5 176 4" WIDE PARKING STRIPS (WHITE) 9' X 20' TYPICAL. TOTAL REQUIRED: EL BUILDING . USE A DEEP CUT CONNECTION TO TIE BUILDING CLUSTER. COMPONENT 1 + COMPONENT 2 = 798 890 TO EXISTING 8" LINE AT EL. 295.64'. CLEAN OUT REQUIRED " 177 FIRE LANE DESIGNATION - 8" WIDE FIRE LANE STRIPE PAINTED AT 75' INTERVALS. TOPS TO MATCH FINISH GRADE. INSTALL 119 INSTALL 61' OF 1 POLY, SET METER AT BUILDING. RED WITH WORDING - "FIRE LANE - NO PARKING - TOW PARKING SPACES PROPOSED DOUBLE CLEAN OUT AT BUILDING. TOPS TO MATCH FINISH AWAY ZONE" IN 4" WHITE LETTERS. WORDING MAY NOT BE PHASE 1: 172 GRADE. 12p INSTALL 65' OF 1 " POLY, SET METER AT BUILDING. SPACED MORE THAN 15' APART. PAINT CURB OR PAVEMENT. ADA SPACES PROVIDED: 2 66b INSTALL 86' OF 6" SANITARY SEWER GREASE LINE AT 2.0% FROM BUILDING EL. 303.5', TIE TO 6" SERVICE LINE AS 121 INSTALL 25' OF 1" POLY, SET METER AT BUILDING. 178 HANDICAP PARKING SPACE (VAN ACCESSIBLE WITH UNIVERSAL PHASE 2: PHASEADA 3: SPACES PROVIDED: 651 120 SHOWN. INSTALL DOUBLE CLEAN OUT AT BUILDING. GREASE 122 INSTALL 30' OF 2" POLY, SET BANK OF 2 METERS AT HANDICAP SYMBOL PAINTED IN SPACE). ADA SPACES PROVIDED: 12 67 TRAP TO BE INSTALLED BY OWNER. N/A 178 UNIVERSAL HANDICAP TOTAL PROPOSED: 943 123 NSTALLTION. OF 1 " POLY, SET METER AT BUILDING. SYMBOL PAINTED N SPACE).WITH 68 N/A PROPOSED IMPROVEMENTS: 124 INSTALL 45' OF 2" POLY LINE, SET BANK OF 5 METERS AT 179 MOUNTED HANDICAP PARKING SIGN. VAN ACCESABLE AND/OR PATIO 69 N/A 3' SEPARATION AT BUILDING. STANDARD AS REQUIRED. USE AREA (SF) AREA (SF) UNIT SPACE/UNR TOTAL SPACES 70 N/A 125 INSTALL 45' OF 1" POLY LINE, SET METER AT BUILDING. 180 HANDICAP LOADING ZONE - PAVEMENT- MARKINGS PHASE 1 O71 N A / COX COMMUNICATIONS - CONTACT ACCORDING TO TAS/ADA. RESTAURANT (W/O DRIVE THRU') 3,300 1,400 551 65 SF 100 SF 1 1 60 14 979-774-2506. MINIMUM 30 BURY. PROVIDE 181 6' WOOD FENCE ON TOP OF 5' RETAINING WALL. RESTAURANT (W/ DRIVE THRU') RETAIL 5,120 250 SF 1 21 72 N/A MINIMUM 9" VERTICAL SEPARATION BETWEEN 73 N/A CROSSING UTILITIES/LINES. 182 O 5' HIGH LANDSCAPE BLOCK RETAINING WALL. BASE OF WALL * NEW PROVIDED PARKING: TOTAL:-95 172 FURNISH AND INSTALL 2" SCHED. 40 PVC CONDUIT, WITH PULL STRING. TO BE 1' OFF PROPERTY LINE. 74 N/A CAP AND MARK ENDS. ROUTE TO FOLLOW CITY OF COLLEGE STATION ADA SPACES PROVIDED: 2 ELECTRICAL ELECTRIC ROUTE. 182 2'-3" HIGH LANDSCAPE BLOCK RETAINING WALL. 75 CONTACT SAM WEIDO AT COLLEGE STATION UTILITIES 126 N/A 183 SAW CUT TO REMOVE CURB. PROVIDE EXPANSION JOINT, ((979)764-6314 - FAX: (979)764-3452) FOR EXACT ROUTING 127 N/A 6" DOWELL INTO EXISTING PAVEMENT 12" O.C. TO BUILDINGS AND EXACT PAD SIZE / SPECIFICATIONS. 128 N/A <184 HANDICAP CURB RAMP WITH FLARED SIDES, PER ADA/TAS PRIMARY HAS A MIN. 48" BURY, SECONDARY HAS A MIN. 30" 129 N/A STANDARDS BURY. 130 N/A 185 ROCK INLAY - PER ARCHITECT PLAN 75 FURNISH AND INSTALL 3 - 4" CONDUIT - 28' LONG AT 4' BURY. SIGNAGE 186 BRICK PAVER INLAY - PER ARCHITECT PLAN Q6> FURNISH AND INSTALL 2 - 4" CONDUIT 40' LONG AT 4' BURY. 131 300 FT SQ. SIGN - 24' TALL X 23' WIDE - SET 50' FROM < 1-87 4" CONCRETE WALK. - B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. nO FURNISH D INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL 132 200 FT SO. SIGN - 22' TALL X 23' WIDE - SET 50' FROM 188 6' TALL CMU WALL. 77b STANDARDS FURNISH AND INSTALL 3 - 4" CONDUIT - 232' LONG AT 4" BURY. B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 189 6' WIDE X 4" THICK CONCRETE SIDEWALK. 77c FUNISH AND INSTALL 5.7' X 5.7' TRANSFORMER PAD. 133 FT SQ. MONUMENT - 4' TALL X 15' WIDE - SET 48' <lg> FLUSH CURB CONDITION. F60 ROM g 77d DBY LONG TO BUILDING 134 60 FT SO. MONUMENT - 4' TALL X 15' WIDE - SET 48' 191 TRANSITION TO FULL CURB IN 27 FEET. ROUTE AS DIRECTED OWNER. 78a FURNISH D INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL FROMB.C. 192 DEMO ENTIRE APRON, SAW CUT ALONG GUTTER FLOWLINE. STANDARDS 135 T MONUMENT - 4' TALL X 15' WIDE -SET 65' 78bOFURNISH AND INSTALL 3 - 4" CONDUIT - 205' LONG AT 4' BURY. FROM B.C. 193 6" REINFORCE CONCRETE BOTTOM DELINEATION POND. 1 78c FUNISH AND INSTALL 8' X 8' TRANSFORMER PAD. <136> 200 FT SQ. SIGN - 25' TALL X 23' WIDE - SET 55' FROM % SLOPE ACROSS BOTTOM TO LOW POINT EL. 291. O78d FURNISH AND INSTALL 3 - 4" CONDUIT - 132' LONG AT B.C137 N/. ROUTE ELECTRICAL CONDUIT TO SIGN. 194 STOP LINE 4' BURY TO BUILDING 78e AND DBINSTAL 3 - 4" CONDUIT - 84' LONG AT 138 N/A 19 WITH TRAFFIC ARROWS (WHITE). IN CONFORMANCEAS 4URNISH' BURY TO 139 N/A MUTCD STANDARDS 6" D N IV S HI 79a FURNISH AND INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL STORM SEWER (REFER TO -GRADING RAISED CURB MEDIAN 79b STANDARDS FURNISH AND INSTALL 2 - 4" CONDUIT - 414' LONG AT 4' BURY. PLAN FOR COMPLETE DETAILS ON THE STORM SEWER SYSTEM). 195 196 1 AL 2' A x L G HT AS . TOP OF SE 79c FURNISH AND INSTALL 2 - 4" CONDUIT - 104' LONG AT 4' BURY JUNCTION BOX TO CONNECT NEW STORM SEWER TO EXISTING TO BE 6" ABOVE FINISH GRADE. SEE DETAIL ON SHEET 79d N/A 1 STORM SEWER. C7.3. <J41> GRATE INLET. <197 INSTALL 2' DIA x 6' LONG LIGHT BASE. TOP OF BASE 7-9 e-> FURNISH AND INSTALL 8' X 8 TRANSFORMER PAD. TO BE 6" ABOVE FINISH GRADE. SEE DETAIL ON SHEET 79f FURNISH AND INSTALL 6 - 4" CONDUIT - 234' LONG AT 4' <142 CURB INLET. C7.3. BURN 143 12" ADS N-12. 198 N/A 79g N/A 144 18" ADS N-12. 199 TAPER CURB FROM 6" TO FLUSH IN 36'. 79h FURNISH AND INSTALL 3 - 4" CONDUIT - 59' LONG AT <145 24" ADS N-12. 200 DETENTION POND OUTLET 4' BURY. 146 36" ADS N-12. 2p1 STORM 'SEWER OUTFALL EROSION CONTROL 80 EXISTING - 4' CONDUIT STUBBED OUT FROM HOMEWOOD 202 2-36' RCP DETENTION POND OUTFALL PIPES SUITE PROJ 147 EXISTING CURB INLET TO REMAIN - DOWELL NEW CURB 6" INTO 81a FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) CURB INLET WALL. 203 AREA GRATE INLET 81b FURNISH AND INSTALL 2 - 4" CONDUIT - 70' LONG AT � EXISTING 36" RCP TO REMAIN 4' BURY TO BUILDING (MARKET). 81c FURNISH AND INSTALL 2 - 4" CONDUIT - 65' LONG AT 4' BURY 149 EXISTING 36" RCP TO REMAIN. TO MID POINT OF 5 LEASE SPACE - SET 5 METER BANKS. 150 EXISTING JUNCTION BOX TO REMAIN. 8_1 d-> FURNISH AND INSTALL 2 - 4" CONDUIT - 140' LONG AT 151 JUNCTION BOX 4' BURY TO BUILDING (RESTAURANT). PHASE 2A RESTAURANT (.W/0 DRIVE THRU') 4.692 65 SF 1 73 TOTAL, 73 * NEW PROVIDED PARKING: 186 ADA SPACES PROVIDED: 4 PHASE 2B RESTAURANT (W/0 DRIVE THRU') 31,936 5,401 65 SF 1 575 NEW PROVIDED PARKING: 465 ADA SPACES PROVIDED: 11 TOTAL REQUIRED (PHASE 1, 2A & 2B): 743 NEW PROVIDED PARKING (PHASE 1, 2A & 2B): 823 * EXCESS PARKING TO SATISFY PHASE 1 & 2 PARKING REQUIREMENT. WATER DEMANDS: GENERAL: TCEQ DEMAND RATES RESTAURANT AVE DAILY DEMAND ....... 18 GPD/CAP RETAIL AVE DAILY DEMAND ................ 25 GPD/CAP PROJECT SPECIFIC: POPULATION DENSITY PER B/CS UNIFIED DESIGN GUIDELINES FOR WATER & SANITARY SEWER AVE DAILY DEMAND............ 17.73 ACRES * 30 PERSONS/ACRE * 25 GPD[.EMr TOTAL ............................ 13,298 GPD 9.2 GPMif#ED®R ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND * 1.5 OPLI w NCR TOTAL ............................ 19,946 GPD 13.8 GPM IA PEAK HOURLY DEMAND.... ADJUSTED DAILY DEMAND * 4 DEC 2 0 2005 TOTAL ............................... 3,324 GPHr 55 GPM *PER BRYAN/COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x«E�E STATrotj PEAK HRLY DEMAND=ADJUSTED DAILY O SANITARY SEWER DEMANDS: `�r�/1�E� GENERAL: TCEQ DEMAND RATES RESTAURANT AVE DAILY DEMAND ....... 18 GPD/CAP RETAIL AVE DAILY DEMAND ................ 25 GPD/CAP PROJECT SPECIFIC: POPULATION DENSITY PER B/CS UNIFIED DESIGN GUIDELINES FOR WATER & SANITARY SEWER AVE DAILY DEMAND............ 17.73 ACRES * 30 PERSONS/ACRE * 25 GPD AP CQMPE.1.+ HCr: TOTAL ............................ 13,298 GPD ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND * 1.5 DEC 2 0 TOTAL ............................ 19,946 GPD PEAK HOURLY DEMAND.... ADJUSTED DAILY DEMAND * 4 CMLroc rp-miAI TOTAL: .............................. 3.324 GPHr °� I"`i W.10• - _..s;= *PER BRYAN/COLLEGE STATION . DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 PEAK HRLY DEMAND=ADJUSTED DAILY x 4.0 � z N N z Lu 5 O co N N W �•- Lu ^ co Z W > Qacn�� aCOco X��r-r- IZ tw-cnZ0,O� z z awa Q m F- LL 3-0 OF .TFI . *.................... ...*.. B.J. KLING ............................. 24705 , 48r olz m �►� y N z 0 V) U Ln p W N z < cn z N z 9 w w F- o Yce Ld U c z to cn O w a N w Y y o N o U a z O < N � 0:w z `� c� I-`' a a Y ui V) O Z O O Q w a a ( z a Q 0 O C U w � (X a N �4 \ N M M tip r, 0) SCALE: 1 " - 30' DRAWN BY: BLB APPROVED BY: SMK DATE: 12/20/04 FILE: I I-_ V) CL OD C) cu 1� V- (u CL 76 L 0 u c 2 U1 0 L bi 1�1 0 z O� bi w -Z 0 z Li 0 7?3 L 0) >1 N 41 :5 0- 10, 0) 0 0 -1 0 cl 76 u f in L ry 10, cu u 0i 0 L Cs _j LIJ _j 0 V) 0 I-_ F_ 0 z UNIVERSITY 'DR,��E F.M. 60 z C\j 36" RCP (D Lu a L T co C\,J to 2 Ir T \0 c\1 SCALE: 1 "=60 Lu Z r U-1 W \6 �0' Ns Lu < U) _T 001 ------ - E uj < 00 0o 776 777 - -------------- j , (:1% W u Lu U) 0\ 0\ z 5 �z 5 IL r _j >< Lu < LL Ott xl n `3 g. 27- RE L ". N `7 -1-S R' �'..'EX TING`f CONC p R ;Onl 1UN; % 4`6 ILT,!` FENCE % :4 RUX DO,` dR �q % % % "t71k�',"11"J-'-` _5"Ab % % V4 k .. ......... . . T U t� IN DE."zic'RIPTION OF OINTROLS %% EROSION AND SEDIMENT CONTROL: u UU7.�,-, I N G T XIST ]LITIE. 1. SILT FENCE 2. HAY BALES u j N 3. GRAVEL FILLED. WATER IMPERMEABLE, FILTER BAGS 'R T. T I 4. ROCK CONSTRUCTION ENTRANCE ETAILS HEREON. INSTALL EROSION & SEDIMENT CONTROL DEVICES PER D . . . . . . .... SEDIMENT MUST BE REMOVED FROM SEDIMENT TRAPPING DEVICES PRIOR TO SEDIMENT REACHING 1/2 THE HEIGHT 0 F THE DEVICE OR STRUCTURE. ....... ...... ... IF SEDIMENT ESCAPES FROM THE SITE AREA. ACCUMULATIONS MUST BE REMOVED AT A FREQUENCY TO MINIMIZE FURTHER 01 NEGATIVE EFFECTS. AND WHENEVER FEASIBLE, PRIOR TO THE NEXT RAJN EVENT. STABILIZATION PRACTICES: TEMPORARY STABILIZATION: ALL STOCK PILED AND OTHER DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES TEMPORARILY tCEASE FOR AT LEAST 21 DAYS W LAST CONSTRUCTION ACTIVITY IN THAT-" AREA. 7 '7 4. Ptk'- -IL,1 M THE r L HYDROMULCH SEEDED OR SEEDED (AS PER PLAN SION CONTROL NO LATER THAN 14 DAYS FRO PERMANENT STABILIZATION: ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE LAST CONSTRUCTION ACTIVITY. PRIOR -..TO FINAL SEED APPLICATION, CONTRACTOR IS TO REPLACE TOP SOIL IN' ALL DISTURBED AREAS AND LIGHTLY COMPACT. HYDROMULCH: TO BE "EXCEL FIBERMULCH 11 W/ TACKIFIER APPLICATION RATE OF 2500 LBS/ACRE. GRASS SEED AND FERTILIZER TO BE INCORPORATED INTO SLURRY. GRASS SEED MIX: SUMMER-HULLE'D COMMON BERMUDA GRASS. MIN. 85% PURE LIVE SEED @ 90 Ibs. PER ACRE. WINTER-UNHULLED 'COMMON BERMUDA GRASS. MIN. 85% PURE LIVE SEED 0 90 Ibs. PER ACRE Ef4 C RASS, MIN. 85% PURE LIVE SEED 0 175 Ibs. PER ACRE. e -1-2 RATIO FERTILIZER W/ SULFUR & TRACE ELEMENTS 0 350 Ibs PER ACRE. FERTILIZER: 3 MAINTENANCE: SHALL CONSIST OF WEEDING, FERTILIZING, INSECT CONTROL. WATERING, REPLANTING, MOVING, MAINTAINING OF EPAIR OF ANY EROSION DAMAGES FOR ALL AREAS WHERE SEEDING AND MULCHING WORK IS COMPLETED. MAINTENANCE TO BE CONDUCTED DURING THE PLANTING PERIOD THRU 90 DAYS AFTER THE WORK IS COMPLETED. INSPECTED AND APPROVED BY THE ENGINEER AND OWNER. -- -- ------ GUARANTEE: CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD OF E3 90 DAYS AFTER FINAL HYDROMULCH APPLICATION FOR PERMANENT EROSION CONTROL. CONTRACTOR IS TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FOR A PERIOD OF 6 MONTHS. GROWTH AND COVERAGE SHALL BE DEFINED AS 95% OF THE PLANTED AREA WITH UNIFORM COVERAGE OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS . . .... ... -PROVIDE A SECOND APPLICATION OF SPECIFIED HYDROMULCH SEEDING TO BARE AREAS NOT MEETING SPECIFIED COVE V LB GREATER THAN 2 SQUARE FEET. SUITE HOTEL Lu RAGE L_-7 7� DRAIN TO SmMmT AS DETERMINED BY THE ENGINEER. SUCH RESEEDING TO BE PERFORMED WITHIN 60 DAYS OF INITIAL APPLICATION AND TRAPPING DEv10E IMMEDIATELY UPON NOTIFICATION BY THE ENGINEER TO REPLANT.- 50' MIN. �v X RECORD KEEPING: CONTRACTOR IS RESPONSIBLE FOR RECORDING & MAINTAINING THE FOLLOWING: 1. DATES WHEN MAJOR GRADING ACTI, Y.ITIES OCCUR 2. DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE. % 3. DATES WHEN STABILIZATION MEASUkES ARE INITIATED. INSTALL T�k)E 1 CONSTRUCTION EN�TRANCE/�XIT. RECORDS MUST BE KEPT WITH THE SWP3 AND MADE READILY AVAILABLE UPON REQUEST TO THE PARTIES IN PART III.D.1 OF -------------------------- \% THE TPDES GENERAL PERMIT TXR150000. COUM AGGREGATE % JINSTALL SEDIMENT',TRAP SEE bETAI L STRUCTURAL CONTROL PRACTICES: TEMPORARY EROSION CONTROL TO INCLUDE INSTALLATION OF GRAVEL FILLED WATER IMPERMEABLE BAGS, SILT FENCE AND HAY BALE CHECK STRUCTURES. SILT FENCE TO BE !NSTALLED PER DETAIL ON ALL DOWNHILL SLOPES AS SHOWN ON PLAN. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT INTO THE ADJACENT DETENTION POND & DOWNSTREAM CHANNEL RUNNING THROUGH THE CEDAR CREEK CONDOMINIUM SITE AND IS RESPONSIBLE FOR CLEANUP AND CHANNEL RESTORATION IF SUCH OCCUR. PLAN HAY BALE CHECK STRUCTURES TO BE INSTALLED IN EXISTING DITCH SECTION AT APPROXIMATE 100' INTERVALS OR AS SHOWN ON PLAN. 4' MIN. 50' MIN. 4� MIN. GRAVEL FILLED IMPERMEABLE BAGS TO.". -,BE INSTALLED AROUND EXISTING GRATE INLET DRAINS AND MAINTAINED UNTIL OCRIPTION r7l ESTABLISHMENT OF GRASS OCCURS ]N!�,AREA-B AND PAVING OPERATIONS ARE COMPLETE IN AREA -A. D C., CE R T IF I A T 10 IN S & R '1�3. f 0 N S. I B L Lrj P A R T I IS APPROACH TRANSITION APPROACH TRANSITION PERMANENT STORM WATER CON'TROLS: GENERAL LOCATION 8, DESCRIPTION: CERTIFICATION OF COMPLIANCE WITH STORM WATER WILL DRAIN TO THE EXI STING (UNDER CONSTRUCTION AS OF 06-30-03) PROJECT SPECIFIC DETENTION POND. OWNER INFORMATION: SAHARA REALTY GROUP LTD. FEDERAL, STATE, AND LOCAL REGULATIONS STORM WATER DETENTION WILL BE PROVIDED FOR IN THE PROJ.ECT DETENTION POND ADJACENT TO THE SITE AREA. DAVID SCARMARDO r MIN. FOUNDATION COURSE 1289 NORTH HARVEY MITCHELL PARKWAY 6, MIN. OTHER CONTROLS: BRYAN, TEXAS 77803 THIS EROSION CONTROL AND STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED IN ACCORDANCE WITH CURRENT: CITY OF COLLEGE PROFILE OFFSITE VEHICLE TRACKING: (979) 779-7209 -STATION DRAINAGE POLICY, CITY OF COLLEGE STATION STORM WATER POLLUTION PREVENTION POLICY, EPA REQUIREMENTS FOR STORM WATER DISCHARGES NOTES: PROJECT NAME: UNIVERSITY TOWN CENTER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER A NPIDES GENERAL PERMIT, USACE 33 CFR. & SECTION 404 OF THE CLEAN WATER ACT & TEXAS 1. THE LENGTH OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE 50' MIN. CONTRACTOR IS TO INSURE NO CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ONTO ANY PUBLIC OR PRIVATE PROJECT LOCATION: ON F.M. 60 (UNIVERSITY DRIVE) APPROXIMATELY 1150 FEET SOUTHWEST OF POLLUTANT DISCHARGE ELIMINATION SYSTEM (TPDES) GENERAL PERMIT No. TXR150000 AS ADMINISTERED BY THE TEXAS COMMISSION ON ENVIRONMENTAL STREETS OR LANDS AND IS RESPONSIBLE FOR CLEANUP AFTER EACH DAYS WORK. IF NECESSARY, INSTALL ROCK THE UNIVERSITY DRIVE AND LINCOLN STREET INTERSECTION; QUALITY (TCEO). 2. THE COARSE AGGREGATE SHOULD BE OPEN GRADED WITH A SIZE OF 4' TO 8". CONSTRUCTION ENTRANCE. COLLEGE STATION, BRAZOS COUNTY, TEXAS. 3. THE APPROACH TRANSITIONS SHOULD BE NO STEEPER THAN 6:1 AND CONSTRUCTED AS DIRECTED BY THE LATITUDE: N 30*38'20" NON -STORM WATER DISCHARGES: -NONE EXPECTED- ENGINEER. WASTE MATERIALS: LONGITUDE: W 96'18*58" 4 THE CONSTRUCTION Dff FOUNDATION COURSE SHALL BE FLEXIBLE BASE. BITUMINOUS CONCRETE, PORTLAND ALL WASTE MATERIALS ARE TO BECOME PROPERTY OF THE CONTRACTOR AND ARE TO BE REMOVED AND DISPOSED OF TOTAL SITE AREA IS: 17.73 CiMENT, OR OTHER MATERIAL AS APPROVED 13Y ENGINEER. OFF -SITE. NO ON-SfTE BURYING OF WASTE MATERIALS IS ALLOWED. AT THE END OF EACH WORKING DAY, THE CONTRACTOR TOTAL AREA OF SITE EXPECTED TO BE DISTURBED: 17.52 5. THE CONSTRUCTION EXIT FOUNDATION SHALL BE GRADED TO ALLOW DRAINAGE TO A SEDIMENT TRAPPING DEVICE SHALL GATHER AND COLLECT ALL RUBBISH AND DEBRIS AND STORE IN AN ACCEPTABLE MANNER WHICH PREVENTS MATERIALS FROM BEING BLOWN OR OTHERWISE REDISTRIBUTED ACROSS THE SITE OR ADJACENT LANDS OR WATER COURSES. EXISTING SITE CONDITIONS: MAI NTENANCE/I NSPECTION PROCEDURES 6. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE MODIFIED 13Y THE ENGINEER. LAND USE: VACANT HAZARDOUS WASTE: ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF AS PER LOCAL OR STATE REGULATIONS AND LAND COVER: GRASSED, SOME BRUSH EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES: TXDOT TYPE I -CONSTRUCTION ENTRANCE/M IN ACCORDANCE WITH MFR'S SPECIFICATIONS. AVERAGE GROUND SLOPE: 1% >ALL CONTROL MEASURES TO BE INSPECTED BY CONTRACTOR AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS -AND WITHIN TWENTY FOUR (24) NOT TO SCALE SCS CURVE NUMBER: 77 cill TIMING OF CONTROLS/MEASURES RATIONAL 'C' FACTOR: 0.35 HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER A-40 RECEIVING WATERS: TRIBUTARY TO BURTON CREEK; BURTON CREEK >MAINTAIN RECORDS AND REPORTS ACCORDING TO EPA CONSTRUCTION GENERAL PERMIT CHECKLIST. 41 >INSTALL SILT FENCING. >ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER WITH REPAIR BEING INITIATED WITHIN 24 HOURS OF REPORT. D >HAYBALE CHECK STRUCTURES TO BE INSTALLED IN EXISTING CHANNEL. SOIL INFORMATION: >BUILT UP SEDIMENT SHALL BE REMOVED FROM CHECK STRUCTURES AND SILT FENCE WHEN IT HAS REACHED )/2 THE HEIGHT OF THE STRUCTURE. DISCHARGE ONTO >INSTALL ROCK CONSTRUCTION ENTRANCE. NATIVE SOILS CONSIST OF CLAYEY SANDS & SANDY, LEAN CLAYS >SILT FENCE AND HAY BALES TO BE INSPECTED FOR PROPER INSTALLATION AND THAT NO PIPING OR UNDERMINING IS OCCURRING. STABILIZED AREA >DISTURBED AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS ARE TO BE STABILIZED "N11PIP'n CnIl r1I A<Z4ZI9'Ir%ATInKI (ZVCT9'kA r1W rI 2, -Zf' �TCUDnDADV C17171111vir1 Tr% DC' IKIcZDV*r1TC*r% VnD DADC CDnTC2 %AfA-ZWr%IHITc2 AKIn rY%%1rPAr_1r - 0C*_cZrC*r,% AcZ KIC*r1C*1ZczApv (VEGETATION. ROCK, ECT. WITH HYDROMULCH SEEDING OR BROADCAST SEEDING (AS PER PLAN) NO LATER THAN 14 DAYS FROM THE LAST >PERMANENT HYDROMULCH SEEDING TO BE INSPECTED PER GUARANTEE. HAY SALE FOR EROSION CONTROL/CHECK STRUCTURES CONSTRUCTION ACTIVITY IN THAT AREAr-:' POST DEVELOPED SITE CONDITIONS: D AS IT REACHES Y2 THE HEIGHT OF THE STRUCTURE SCS CURVE NUMBER: 96 k, NOT TO SCALE >DURING CLEARING/GRADING ACTIVITIESf .` SEDIMENT COLLECTING AT CHECK STRUCTURES AND SILT FENCE SHALL BE REMOVED AREA -A: LAND USE: RESTAURANT AND RETAIL SPACE >ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE HYDROMULCH SEEDED OR RATIONAL 'C' FACTOR: 0.88 SIGNATURE FOR RESPONSIBLE FOR i to = 601 BROADCAST SEEDED (AS PER PLAN) FOR PERMANENT EROSION CONTROL NO LATER THAN 14 DAYS FROM THE LAST AREA-B: SCALE: CONSTRUCTION ACTIVITY. LAND USE: VACANT-REVEGETATED W/GRASSES (SEED+HYDROMULCH) (NAME, TITLE, & DATE) (COMPANY & ADDRESS) LEGEND: SCS CURVE NUMBER: 77 DRAWN BY: JNP INSPECTION OF CONTROLS: RATIONAL 'C' FACTOR: 0.35 FLOW 100 YEAR FLOODPLAIN APPROVED BY: AAP IN THE EVENT OF FLOODING OR OTHER UNCONTROLLABLE SITUATIONS WHICH PROHIBIT ACCESS TO THE INSPECTION SITES, NATURE OF ACTIVITIES: CLEARING INSPECTIONS MUST BE CONDUCTED AS SOON AS ACCESS IS PRACTICABLE. DATE: 12 CLEARING OF EXISTING TREES & BRUSH (AREA A & 8); SITE CUT/FILL OPERATIONS, CONSTRUCTION OF A EA OF CLEARING/ AREA CONTRACTOR PERSONNEL FAMILIAR WITH THE SWP3 MUST INSPECT DISTURBED AREAS THAT HAVE NOT BEEN FINALLY MULTIPLE RESTAURANT AND RETAIL SPACE, CONCRETE DRIVE & PARKING AREAS, CONSTRUCTION OF 0 SOIL DISTURBANCE FILE: STABILIZED. AREAS USED FOR STORAGE OF MATERIALS EXPOSED TO PRECIPITATION, AND STRUCTURAL CONTROLS FOR ASSOCIATED STORM SEWER & UTILITIES. EVIDENCE OF, OR POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. SEDIMENT & EROSION CONTROL DEVICES SEQUENCE OF MAJOR ACTIVITIES: MUST BE INSPECTED TO ENSURE PROPER OPERATION. VEHICLE ENTRANCE/EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING. 1. INSTALL SILT FENCE AT DOWNSTREAM LIMITS OF CONSTRUCTION AREA -A AS SHOWN IN PLAN 2. INSTALL ROCK CONSTRUCTION ENTRANCE INSPECTIONS MUST BE CONDUCTED AT -LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN TWENTY FOUR (24) 3. CLEAR SITE HOURS OF THE END OF A STORM EVENT, OF 0.5 INCHES OR GREATER. 4. INSTALLATION OF HAYBALE CHECK STRUCTURES AT ENTRANCE OF 2 - 36" RCP w 5. INSTALL SILT FENCE AS SHOWN ON PLAN 6. EARTHWORK: SITE CLIT/FILL, GRADING OPERATIONS OVER ENTIRE SITE THE SWP3 MUST BE MODIFIED BASED ON RESULTS OF INSPECTIONS, AS NECESSARY. TO BETTER CONTROL POLLUTANTS IN 7. CONSTRUCTION OF SITE STORM SEWER & UTILITIES RUNOFF. REVISIONS TO THE SWP3 TO BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE INSPECTION IN B. CONSTRUCTION OF SITE PAVING & BUILDING 9 EXISTING DRIVE - PROTECT DURING CONSTRUCTION 1V m Fvi'!.7i1:, 7 N .tA !0� 5 0 z UO-- C) C) . ........ .. 0_.� L--- o-4 U I..." LIJ 0 cn �4 0 u cn I -------------- I DIRECTION OF FLOW T-POST DRNEN 24��_ SPACED 6' APART SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH OF... 6'XV(max) WIRE MESH FASTENED TO T-POST 'w 40 6 6 4' MIN- _8* OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED B.J KLING WITH COMPACTED BACKFILL 4- ME OF SLOPE I V SILT FENCE INSTALI.ATION NOT TO SCALE I'X2' WOOD STAKE - 2 PER 14AY BALE WIDTH HAY BALE STAKED AND ENTRENCHED1 HAY BALE -51D LB 1 41 ISTING GROUND M N. LEVEL CO LENGTH EA OF IMPORT ER PI AN DEC 2 0 2005 M TERIALS STORAGE SECTION D-D APPLICATION r .OLM(ma STATI-01 AL OF HYDROMULCH NOTE: COMPACT BERM(S) TO 85% STD (ASTM D-698) SEDIMENT TRAP WITH LEVEL STABILJZED OUTLET HAY BALE EROSION CONTROL ACCORDANCE WITH THE TPDES GENERAL PERMIT. 9. AFTER . ESTABLISHMENT OF GRASS, REMOVE ALL TEMPORARY EROSION CONTROL (SILT- NOT TO SCALE .............. 1 5d' ENVIRONMENTAL BUFFER FENCE/HAY-BALES); RE -SEED ALL AREAS NOT HAVING PERMANENT GRASS COVERAGE AS ..................... A REPORT IN ACCORDANCE WITH THE TPDES GENERAL PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AND RETAINED AS DEFINED. PART OF THE SWP3. SILT FENCE 4z)- V) DIRECTION OF LLJ FLOW SOIL TO ,,,-COMPACTED PREVENT PIPING SHEET 4 TEMPORARY CONTROLS & STABILIZATION PERMANENT STABILIZATION (RE -VEGETATION) A U 0_ 0 N cu N In 0 0 (U 0 M \ 0� m 3 I M U H W W W z -I a. z A Q L3 z ly W W Z z W / 0 L 4 3 N u d CL L Iv a) I N 3 N IT 3 a 0 0 J 0) L L 0- 0 u c J I A tA L v / (U ly In u N 0 L tL d J GRATE INLET DATA INSIDE DIMENSIONS PIPE FLOWLINES INLET # LENGTH WIDTH FL IN FL IN FL OUT GRATE 13 5 3 18"-305.17 24"-304.67 EJIW V-5636 14 4 4 12"-303.04 EJIW V-5636 16 5 4.5 30"-305.45 30"-305.45 PER DETAIL 17 5 4.5 30"-304.71 30"-304.71 PER DETAIL 18 5 4.5 30"-303.97 30"-303.97 PER DETAIL 29 1.67 40 US-306.00 DS-305.00 EJIW V-7386 41 5 3 18"-304.63 PER DETAIL 42 5 3 18"-303.64 24"-303.14 PER DETAIL 44 5 4 36"-306.37 EJIW V-5670 45 4 4 24"-308.32 PER DETAIL �k 46 6 3 48"-300.60 48"-300.40 PER DETAIL REFER TO INDIVIDUAL GRADING PLAN SHEETS FOR STORM SEWER PIPE SIZES & LENGTHS L/IJIIIVV .7rul LLLYP111u1`!J FL=309.76� PROPOSED SPOT ELEVATIONS TC-308.92 FL-308.42 PROPOSED GRADE BREAK — — — — — PROPOSED STORM SEWER STORMWATER RUNOFF FLOW DIRECTION �i•._ PROPOSED INLET/JUNCTION DESIGNATION J .PROPOSED DRAINAGE DIVIDE ®®®® (DISTINGUISHES BETWEEN AREAS DRAINING TO EXITING HENTON/LINCOW DETENTION POND OR PROPOSED UNIVERSITY TOWN CENTER POND) PHASE LINE I e i lY3 J 0 HLVIuvv,l'iW FOR COMPLIANCE PEC 2 Q 2005 kv L�,r 10,4 r'xl c-1,13 C 1,111 A 0 Z (7 W 0 N I[) LLI %-' z> W QWQco000 z D X ZD FW-- r-- r ui W H U) Z o' o' z Oa W > Q ry co~ W SENIOR m �E OF T-4 . B.J. KLING .............................. 24705 �_ Z 0w 0 O J �Z Q Z Z U W W N ui W �: W Z J ty Zp (n(nQ�Z0000 a � � Q_ z >� lb- ZUOOOOOOW�_Z v) to cn z Gi N U) Q W Y rd lr W W 9 W Z r !Z ==0Of W 0_ m D_ U mO 0_ m 0000000 W W W W W W NNDInu-NN �Of w w En w w W I- O O OO I� lr-- O) OM N N N N t711 NColl 1'7120 000m SCALE: 1 " = 60' DRAWN BY: AAP APPROVED BY: SMK DATE: 02/24/05 FILE: GRADING PLAN 0 0 r Now O 2 Ld w Ld I \ \ \ \ \ _ \ I \FL= I \ / TC=30.1 O \ TC=302.35-' F .8=303.75 I \ _\ 30338 \ \ �g 7. \ �\ Pa- ��3 •• � .14 TC=3 P OF �P\'=307.9071 �\ F \ \ 05.74 DOE 0 TC=308.40 \ \ 1 EXIS R AWING WALL T� 0 •• \ = = TOE OF WALL = 3 O FF=309. \ TC=309.0 308.0 =308.2 ` FL 8.31 i FL=308.6 _ __ �' R = t 308.6 \ 5 FL- 1�1 C09. =30 2 + FL=30 J.TC=311.0 =3 2 0' l FL=308.75 z C 313.�• FL=310.6 � t o307.20 L 313. C==312.00 C=3 6 O T .23 TC=3 3. 0 f - C� 3 33 R'=31333 =3 .81 FL=312.16 �31 =307.95 FL=31,1.78 - • - I- �tI I1 \ \- m 3 38 Wm TC =3 336 _ \ =3 9 '- C=312.55 C=3 3 5= � FL=308.40 FL=313.25FL=312A5 G \ \ \ \ \ \ .• TC-313 3 G` I/IIIIIIIII. �¢ 89 w: • i .. rr• TC,\`'►l\\`CL'i Fr' �s I - iiiA•7y7i n • + �( 1 : / \ / _ ,� 'n.+ may.. S.;i ♦!L 1 _ e - PI SCALE: 1 "=30' LEGEND EXISTING CONTOURS - - - - 1409 - -- - - PROPOSED CONTOURS '�09 EXISTING SPOT ELEVATIONS TC=310.26 FL=309.76 PROPOSED SPOT ELEVATIONS TC=3 92 FL-308.42 PROPOSED GRADE BREAK - - PROPOSED STORM SEWER = - STORMWATER RUNOFF FLOW DIRECTION PROPOSED INLET/JUNCTION DESIGNATION PHASE LINE 1 r om I� .;J-. � `n,'✓,M:Lin.�.d(+e [F.•>Fs.. ."'2+�w- 'v:✓a,•$•. "i.•:.lec:i'a..•Fw. _ih�s.i« .!•'c:::. I - 1 • • ! ('N�\\ \�\Y ar ?� •. 54t.k '�, I • - .t. / 1 - - •i•I/INIIIIII j� - '4t . IIIIIIIII \ .• �� 41 1' - _ / 1 1 : • It���i�/i�i�i�i�iii J � ''�:. i j• 1 ILII , - I 1 • 1 1 -- • • �I I - 1 •, �i�i�i�i�in�r�ii-' 1 �� I.f `lii, I 1 1,I,I,I,II/,I,N,Ii 1 Tc 13.25 OS fOu -3 3 =3 59 FF-314.00 13.25 Q313.75 0 -31 .96 EO W=3 3.96 �.- I I nrl„� `�twf.: . .1z..;a.3.; .�. > `Jr. u,4.!.h. k.a yw.7 . ^t�:x.3.+•k..v..r„h..Y .k..�.Y..w.. •.l \ ' \ /` L\ �'�'' I I291 _ :'�-� d 1 � �-: • /�!�1 m,,,,, sue-; ° ILI 1; �. J C•5�..� �iY IL•L�]■III' ; � `..,s ''� �� ; ;+'• �--/ ',��i� ♦.. A n'(.t:`rict6; ./�• ti •r °'it •. vyx= `.cya �.' ;_r. !.`,M�/1 ad, ,,?nvt•r u 7`.u.7.•.. ,� ..�+:: !E.31ti, s. i:."*u 1. • -;a^t,: ,r`.`tti*.. �••7��naJ'1q ',Y: �' .r•Y• eL.t"' I •%"' �� ram• `•�i: r,.. �e.yx . l�.. c• °iost5§i5•lea . • �.�R [^ �'r A' 4:.f ' :ta' ?_ r an, ^A?. ,�,\ �. X l ,� G ---,-L•H�St�c� --- _ •s, _ �t± 1 r _ f:� - ��_�L�L�� _ .[�+•r��:�r �r� 1 - ift"WE ira ,� • .. - ��?'�'�� ���3-._c•ii•tri0`_ �fi/.�� _ ... - :. __ . _ .. - _ ..1t1� tc�. ������ae•_... 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Ile _ I `, r,,,� ,,,• F7s• r+ ,r - ; ,n,�If7'II!/f/I "f'� -fSi " `x. �,�5:•^'¢ ,�' �' r. • 1•l •M • «'.J •=J,I`!`/`/ltllll`L �8 -1l.X E`•-;• �.''. _ `` �-`�'3 V z V w O Z D Lo N N Lu - w ,CC, ^ .o Lu Lu Qav,13) -> �wQcwCO Z Z:) x5��r, LL1 (n LL1 W 0 � U' o }JX J Q w OF •TF�it4 .............................. ••• •• B:J: •KLING 24705 .........r f�� • Y P V) w En 0 <0 w 57) w 0 O � w = g Z az_U) U w Z Q W lr Q 0 M It Uj ui 0 = Q d 11 /W/^�W�^/� V/ V/ /W/^/� V/ w (y- 000 I- Q.-N+- 0 00 d' N N r- r- SCALE: 1 " = 30' DRAWN BY: AAP APPROVED BY: SMK DATE: 12/14/04 FILE: GRADING PLAN SHEET L-- A U a ni 0 CM (ll Er) 0 0 (U o L') ON 0) 3 Z J d U Z a Q' t' 0 Z L,J w z Lo z w / 0 Ln 4 W (1) u d a i lL 0, 1 N 4i tL / rn 3 / a 0 0 J i Cl 0 u J 1 N i A Ln i N / (U Q! Ln iP u N 0 i c- ` d J S I BENCHMARK: SQUARE CUT IN BACK OF CURB ELEVATION=318.83 0 2 W > v W D E TC=311.18 FL=310.58 ;llg • • Y�tl • i V 1' - •. .... 17. NOW ri•��' 4 ` p G15.7Lij r r j I • 7.-31 - LLAL I , d _ • • �� r >. "� _ :fie.: �.-c. '�",� '�(:i fir• ��-x s�'.y�:;,�"`*. .s �� �tkfsj•'"' `� :'..,i ��� 1/�i'---•.�Y '{', tali �J..! � ��! •. ��:.i���C!iJ�:!%�\`;�����i!i� . � ��------ . 1 • u. ISFEl. FL=313 9 Z 5 .TC= 9 FL Ji'14.09; - C= 9.00 C=3 11 Q - FL=308.50 C-30 9 FL=309.63 v ti =308 90 I �=�9'I��a nnl I I PEA I I L=19-J/ IIFL=309.68 =308.61 GRADE BREAK C 1 C FF=309.50 be too �3 a na M O� a *9 -J Lp 1=37 2.87 FL=311.6( TC-3 1.8' FlT 12• �r =3 9 1 17 I 2.82 FL=311.29 Z= '12.32 TC=BADE BREAK -FL FL=3111.3 �_"- r^-- ra_-c=3 i- �FL-3 v S, jEXISTING CONTOURS EXISTING SPOT ELEVATIONS0. .76 PROPOSED SPOT ELEVATIONS _ , . PROPOSED, GRADE ,PROPOSED STORM SEWER STORMWATER RUNOFF FLOW DIRECTION PROPOSED INLET/JUNCTION DESIGNATION k W-4 "r ' • � ` �, •�! `fit a&'�"``•'(� ,. �. } 40 - ' • 1 " 16 I _ 312.00 / 1 , / : • . �! 312.32 /• _ _ .174 %\ ' 1 / 1 Nf4 f f1 ff �/ '•.:ir,? �r A*.oiYYY? ti*FrYr`i£'ti,`'F".":,'+:r orx '?S: S>7i�::$ 6):S'ii'a7k.�r'J"47i:°!i#6F.i' ? - • •/ • F1icn iit%`. • u FL=ll 1.81 FL=312.11 TC=31 FL=31 r C= 13.1 FL- 13.0 �F � 0 601 6 / .Loa TP- 1dOA • �v FL=313.44 \ ZO ~O w Q �LnOZN QL) Q��1O Q) U) C V � � ' \ CL 0 n-V�2 _ VLnQo )i 0 0 w w ` 00�0 oo�->_ Q Q Of 0 O O 00 �o00ot\O �r NNNn V) r') (0 0) ;7A' SCALE: 1 " - DRAWN BY: A �E 2 0 2GO5 APPROVED BY:. SI DATE: . 01 / 17/ FILE: GRADING PL SHEET .00 15. o \'ow 15.50 II �. OF 4 U u? 0 Le 0 0 0 ru r. N_ rn 3 z J (L 0 a t, / 0 z w w z 0 z w / 0 Ln - s 3 L7 d U O_d L a, a, N a 3 a 0 0 J C) L Q. 0 U J i A 41 LA L / (U iy Ln U 0, 0 L d d J 2 f E l MIT. 5 II � I FF=309.50 4 r r �® - I. t �W a zI I _1EIS i m EOSW=i08.50 I o r 1 W W I �\��� , / FL 36" ADS / ELEV=29 .00 , R73.50' > ELEV=295.00 z I s I R94.00' � ' 1 "ram 32 LF 2-360 EXISTING 00.65% SLOPE 48 LF -36• RCP DS FL= 289.90 00.98 SLOPE 2-36" RCP :M3 3.63 US, FL-290.10 DS FL 290.20 - - - _ US M 90.67 DETENTION AREA FL 2-48" RICE POND FLOOR ELEV=295 p.V=295.00 iff 36• C ,/ \DETENTION POND OUTLET -SEE DTL SHEET C7.1 I ELEV=289.90 MAX / INSTALL 36ric30• -CONCENTRIC RCP TEE- AT EA. PIPE END. BRANCH ELEV=POND FLOOR=295 ILj/ UNCTION FL ELEV OF TEE=290.67 I INSIDE DIMS: 11.5 4 >-- / hOP OF GRATE=30 1 { 1 BOX FL=290.10 11 'FL18" S � O I E=295.00 l � \ a t C9 (� •gyplu Ld III I P�j\��oF--�'� / S - S S TCl �� � _FL/=308�25 �. TZ� 308.28 I 1 TG�308.T FL-3 8 r2 C=3�09 2 \ r 1307.78 { C=307 6 TC=308.29 � �r, ► { ---_- I I EOSW=3 6. 3079 .6 FL=307.79 t EOSW=3 6. C 308.55 i TC=308:38 ► L - - J FF=309.50 ��„ II fL=308A5 I FL=307.88 , II I I =30 .54 I t L l Q t.o% I 7 -�- II (1 - ti =305.00 SE 0 TC 7.22 I 1 { zI U m J FL- 72 j I 8.4 n C=309:2 OS =309 46 6y ` i FL-308.78 \ TCL17.46 t Nt Y1 REA _p0 6 FL=�30 M1 i•Lcl �I l .ITC=308. 7 _ {1\ 3t? 7 11� . {I = e 3 , 48 t 3, 98 I C=310 00 TC=309.- FL=3o8.96 TC=309.19 =3 9 b0 TC=309.841 SP �30 o -309.05 C 309.64 L=inn .34 GRppj FL 309.14 ,TP 4 F-RAkiP=-=] •�P�3p9 21 �I =309.02 TC-309.74 7 FL=309.24 _��9 1 /! ira% FZ�3 �27 ;3uioii):OF� ! I�c Jp9.67 CD TC=311 64 (� _ l.= 11.14 � � TC� .00 TC=312.10 312 30' FL-311.60 �� =n �1 LIP - 1,�_-�21, FF=309 30 �� pQQ•�G� 1, \D ss .,;• .�..- ���1.�\-,.jy�� •yam, _ FF=309.50 �Os�1�309 gaf 0� VK S / Ly� DETENTION POND VOLUME REQUIREMENTS / Elevation Area Volume Volume Sum Volume Sum / (ft) (sq.ft) (cu.ft) (cu.ft) (ac-ft) --- -------------------------------------------------- 295.00 15674 .000 .000 .000 296.00 15691 15682 15682 .360 i 297.00 15707 15699 31381 .720 298.00 16882 16291 47672 1.094 299.00 18340 17606 65278 1.499 300.00 19858 19094 84372 1.937 301.00 21437 20G42 105015 2.411 302.00 23075 22251 127266 2.922 303.00 24777 23921 151187 3.471 304.00 26541 25654 176841 4.060. 305.00 26552 26547 203387 4.669 306.00 26565 26559 229946 5.279 307.00 26578 26572 256517 5.889 308.00 26578 26578 283095 6.499 i312.11 TC= =3 65 FL= C=313.5E FL= 13.0 r5W 6 /GQP S/ I T['=- 1 d Q u 10 U, 1 V""' •JJ - 08.45 GZA BREAK C 309 2 FL=313.44 ;I�_ =314. / T=314 FL=31 . SCALE: 1 "=30' II EXISTING CONTOURS PROPOSED CONTOURS 309- EXiSTING SPOT ELEVATIONS TC=310.26 FL=309.76 PROPOSED SPOT ELEVATIONS TC=308.92 FL-308.42 PROPOSED GRADE BREAK - - PROPOSED STORM SEWER = _ STORMWATER RUNOFF FLOW DIRECTION PROPOSED INLET/JUNCTION DESIGNATION PHASE LINE I z�. =3 5.50 4'" _1C=3 5 FL=3 _-07 11 50 / i1 00 •P 15.50 ITc=3o9.81 / 30 .22 C=3 0 50 1•'FL-309.11 TC 30�.60 FL=310.00 1.90 FL .10 08.82 TC=309.39 �30.93 38.32 FL=308.89 :BEAK g- FL 3 .89 FL fL=308.55 30 3 32 9 • 1yr =309 20 ` C� 30 .82 �,ypy �308.70 / jbr cam- y0 '�'1°y�, � � yy°9. 9 '�1 °' `�y .'h • � / / F z LD w O (" � Z W Z' w I N N ^rl- � -, 5-- zW > aQcn�� 00 � ,LU co IZx5��� �(nZ�� �E OF j,41111 AV B.J. KLING 24705 •,' r' iQ ^ o \ 0 U \ z�� \ 0 U) 0 1 ,\ Q 0- Q \�\\=Jo .' '\\\ W~�n- E- �� Z) nUU 00 _`Ism ZQQ \\ STORM SEWER EXTENSION w N i/ � '\'\� NnT PART DF TP IS vI 0 w �i (-- 0 o w w O :2 z (n V X J Z U 0 0 b IL0o=Q,�OfOf oEn�a_0Of SQ000LnV)L,D� 000000000 SCALE: 1 " 30' DRAWN BY: AAP / APPROVED BY: SMK DATE: 12/14/04 FILE: GRADING PLAN / \ SHEET \ \ OF 4 I- ca U US v (U 0 C) 0 (U m N, v rn 3 a 'i 1 J Q t- La1 P4 i 0 z CK w w z Lo z w i c 0 3 rn o� U d 0. L a, T N 1 N t' 3 a. i CL O 0 J 0) s= L a to I i 0 U J 1 to L A In L to N W to +" U to 0 L IL XS J i THREADED CAP 1� M MINAT O.D. PIPE RUNNERS REQUIRED PIPE Unit Length Varies PIPE WALL I MLNIMUM REOUN EMENTS MAXIMUM LI NGTH REOUIREO' RUNNEL SIZES SINGLE MULTIPLE NOMINAL O.D. [.D. 2d" Max L. U. H 1CKNL55 O.D. TAPERED T END t5q in/ft P SLOE OF UNIT Pie La 5pD of 24' Max lO Slope cs shown elsewhe-e In the pions. Slope of 6-1 or flatter is required for vehicle safety. SafetJRCP of ptpe3 PIPE PIPE DIA. TEXAS MU.T.C.D. Yes, for Ru (If r R7-8 & R7-8A �► O Cement stabilized bedding and baakfTl shall be 12" 2" 16" 16" 0.07 CIRC. 6:1 4'-0" No �2 pipes 3' STO 3.500" 3.068" 0' I I in accordance With the Item, 'Excavot'on and 12" - 2Backfill for Structures'. Bedding and bcckf111 b rL Safety Pipe Runners shall be considered subsidiary to the Item 4' "Safety End Treatment'. When 15' , 2 /a" t 19 /z' 19" 0.07 CIRC. 6-1 5'-8' No Yes, for 3" STD 3.500" 3.068- recufred) conc-ete riprap >2 pipestlf is specified arouno the Safety End Treatment30' - , , bockfill shall be as dircctcd by Enginccr. -F O The top 4' of void between Precast End Treatments 18" 2 V2" ZS' 21 Ib 0.07 CIRC. 6:1 !'-S" No >2spifo8 3' STD 3.500" 3.068" snail be filled with concrete Rip,op ona snail be n I I a C w considered subsidiary to Safety End Treatment. E a i I o e o Clear. ctstance between. ptoes shall be adjusted 24" 3" 30' 27" 0.07 CIRC. 6:1 10'-6' No >2Jpipes 3' STD 3.500" 3.068' c � de- to provide for the minimum distance between c ° m w safety end treatments, 3o I I 30° 3 %2' 37" 3t' 0.18 CIRC. 6-.1 12'-1' No Yes 4" STD 4.500" 4.026" to - - - ' -L 2"GALVANIZED i 36" 4" 44' 36" 0.19 ELIP, 6:1 15'-4- Yes Yes 4"'STD 4.500` 4.026" STEEL PIPE SET IN 8"DIAX2'-O" L` . PLAN VIEW - 12" THRU 24.. 42" 1 41/Z` 51' dl /2" 0.2s ELIP. 60 18'-7' Yes Yes 4" STD 4.soo" 4.026" DEEP CONIC. 000� �x. O+ C L Q 0 Q Optional _ Step Slepe� ' Top =ace of Rlprop _ LEE. . - c - " r �� & Mitered Face of SafetyEnd Treatment / Safety Pipe RLnner I T / tlyp) (!f required) c ( I Sloe / �o.o a a I01 f x5V 8nea Q a i I Flowline F.,£_ D�� tP 4r1 _IL L----- ------- >� o" . u -t-�--8- vYno -Pipe Woo I Thickness (Min) O C)"CC � 2'-0° coon- �• Min C T fig' °tm.0 LONGITUDINAL ELEVATION - 12" THRU 24" �.Zow o i$u � O I 12" P"pe O.D. Minimum 12. (TYp) 1 Wall Thickness (some as Pine Dial i \ N T u ji1-la t-� -J O' � Q�� •x� 2 SECTION A -A MULTIPLE PIPE INSTALLATION -DETAIL IS SYMETRICAL Ta Safety Pipe Runner-� rL Yq' Galvanized Steel Bolts with Washers and Inserts s • a• o • Aca-al U Yj" Threaded Insert +A° INSTALLATION DETAIL FOR SAFETY PIPE RUNNERS (if reouT^eo) �1�D to �^ rt �4" Galvanized Steel Bolts Safety Pipe� I with Washers and Inserts Runner -. J Top Line of \ Safety Pipe Runner 0 Yq" Threaded s ;a Flowline ix 0 Insert Pipe Wall Thickness (Min) OPTION A Pipe Dia art Y4' Galvanizer Steel Bolts Safety Plpe I with Wcshers and Inserts Hunncr �- Top Line of Safety PTae Runner 74" Threaded > FloWline Insert Pipe Wall Thickness (kiln) OPTION B END DETAILS FOR INSTALLATION OF SAFETY PIPE RUNNERS (If required) GENERAL NOTES: Precast safety end-reatirent for reinforced concrete pipe may be used for TY'E 1: erd treatment as specified in Item "Safety End Treatment'. When Precast Safety End Treatment is used as a Contractor's alternate to mitered RCP, Riprop will not be required unless noted otherwise on the plans. All precast concrete end sections shop be rianufoofured in accordance With Item 'Rein-orced Concrete Pipe Culve-+s' and in accordance with ASTM $Dec if icCtion C-76, Class III, wolf B for Circular pipe. Precast concrete end sections shall be provided witn a spigot or bell end for comp ot1D'IIty to upstream or downstream end conaIIIons lth ffi i ri I r t ll f •' rt r 1 li asphalt w SJ C e OMU O space O O Ow O mo O, Cold Opp ea DSp O Joint COnpOUnC Or pr -f rmea pIOstiC CosKet rotsri I . Methods of ITftIn4 shop be DrOvidea by the manufacturer for eose of loading, unlocding and instal lotion. Pipe Runners ore designed for a traversing load of 10,000 LOS of yield as recommender by Researct• Report 280-2F, "Safety Treatment o' Roadside Parollel-Dro'nage Structures", Texas Transportation Institute, Mcrch 1981. Pipe Runners shell conform to the requiremerrts of ASTM A53 (Type E or S, Grade 8), ASTM A500 (Grade B), or A'I 5LX52. All steel components except reinforcing, shall be galvanized of+er fcbrication. Golvanizing damaged during transport or construction shall oe repaired in accordance w'•th the spec flcotlons. z=* Texos Department of Tronspvtatlon Bridge &411. PRECAST SAFETY END TREATMENT TYPE II - PARALLEL DRAINAGE PSET-RP :Lb w. .i-mxe.d0n a, ALF u, ELR I MI .lrq 1 cu PJ.r P)ix➢OT Dxemer 2CO3 ww.,cr rnF,u u" r.os:r ssrr rra r.n xur.o sscr a�w xrn., I HANDICAP PARKING SIGN NOT TO SCALE T-POST DRIVEN 24" SPACED 6' APART DIRECTION OF FLOW SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH '(Max) WIRE MESH ENED TO T-POST - -B' OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WiTH COMPACTED BACKFILL SILT FENCE INSTALLATION ROT TO SI MME *NOTE: SEE PLANS FOR SPECIFIC BOX DIMENSIONS 6„ O.D. + 1' 0" 6„ STD. CAST IRON MANHOLE COVER MIN. 5'-0 AND FRAME (24"DIA) ---- 6' „ NORMAL t`1 TRAVERSE SLOPE 1 + 1 77 6, O :4 O \\� CURBD PRESSED J . • � ^ . \ 00 6" 6' TRANSITION FOR GUTTER SLOPE .' '. A GUTTER DEPRESSION JmrM1,rcu a/r<r+ijc•�/��• LIME STAB. •'O SUBGRADE 6' REINF. CONIC. PAVEMENT SECTION NOT TO SCALE INLET PLAN THROAT DETAIL #5 BARS 12" O.C.B.W. #4 BARS 6" O.C. E.W. 2" CLEAR WIDTH TOP SLAB CONCRETE GUTTER 6" 6" LIME STABILIZED BASE 2" 2" TOP OF CURB w 6" --.4 18" 1 NORMAL GUTTER LINE DEPRESSED GUTTER LINE 90 9 t INVERT SHAPING / 1 r CONCRETE FILL I #4 BARS 12" O.C.E.W. SIDE WALLS & BOTTOM SLAB 6" COMPACTED SUBGRADE-`_ NOTES: SECTION A -A 1. CONCRETE TO BE 4000 PSI - 28 DAY STRENGTH PORTLAND CEMENT CONCRETE LET ELEVATION 2. TEST CYLINDERS TO BE TAKEN 1 PER 1000 SY OF CONCRETE PLACED. NOTES FOR RECESSED CURB INLETS: 3. ALL TRAFFIC IS TO BE EXCLUDED FROM PAVEMENT BY MEANS OF BARRICADES FOR 1 FOOT RECESS -TRANSITION CURB INTO INLET WiTH 8' BACK OF CURB RADIUS AND SIGNS UNTIL CONCRETE IS AT LEAST 14 DAYS OLD. FOR 2 FOOT RECESS -TRANSITION CURB INTO INLET WITH 12' BACK OF CURB RADIUS 4. SUBGRADE-AND LIME STAB. BASE TO BE COMPACTED TO MIN. 98% STANDARD PROC. (ASTM D 698) FLUSH CURB INLET REINFORCED CONCRETE DUMPSTER PAD NOT TO SCALE (1 2' THICKNESS) NOT TO SCALE / *SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM FINISH WITH GROVES (1/2" DEEP, 1/4" TO 3/4" WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS OF COLORED CONCRETE. RAMP SHALL BE "DARD BRICK RED" (SHEPLERS OR EOUIV.) IN COLOR USING AN INTEGRAL COLORED CONCRETE MIX WITH A MINIMUM COLORATION RATE OF 20 LBS. PER C.Y. E *SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: / LIGHT BROOM FINISH WITH GROVES (1/2" DEEP, 1/4" TO 3/4" WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS / OF COLORED CONCRETE. RAMP SHALL BE "DARD BRICK RED" 25' R. (SHEPLERS OR EQUIV.) IN COLOR USING AN INTEGRAL COLORED EXPANSION JT. & 1/2" SMOOTH DOWEL NOTE: CONCRETE MIX WITH A MINIMUM COLORATION RATE OF 20 LBS. 1. ALL PAVEMENT SURFACES SHALL BE BROOM FINISHED PER C.Y. / W/CAP 0 12" O.C. PERPENDICULAR TO PEDESTRIAN TRAFFIC FLOW. SMOOTH BAR DOWEL - 1 /2'x7' d 18' O.C. (DOWEL TO BE OILED / R8s GR/ADE) No. 40 SAE / 4' (MIN. DEPTH) REINFORCED CONCRETE SIDEWALK 6" TO 12" EJr & Dow() AS 12" (TYP) PER JOINT DTL PROP. LINE 1/4' PER 1 CURBAS PER sro. DTL / CURB &CUTTER j3 BAR O 12" O.C.B.W. ACTED SUBGRADE 5' PERMISSIBLE CONST. JOINT h J`r BACK OF CURB CURB NEON\ HANDICAP ' RAMPS NOT TO SCALE C7 GENERAL NOTES EARTHWORK NOTES Z W O n1 N � t�l In 1. ALL PUBLIC INFRASTRUCTURE TO BE DONE .IN CONFORMANCE WITH CITY OF COLLEGE STATION'S W - Z ^ `0 00 1. AN ESTIMATED 16800 CY OF SOILS MIXED WITH CONSTRUCTION • B I W DE R S IS TO BE EXCAVATED PR IOR OR TO CUT FlLL / STANDARD SPECIFICATIONS AND DETAILS. W > .o .o OPERATIONS. APPROXIMATE LOCATION IS IDENTIFIED ON THE EXHIBIT PRODUCED BY CSC ENGINEERING 12/23/04. z W Q Q In � .4 2. THE INTENT OF THIS PLAN SET IS TO DESCRIBE THE COMPLETED WORK TO BE PERFORMED UNDER QUANTITY AND LOCATION IS APPROXIMATE, CONTRACTOR IS TO IXCAVATE, HAUL OFF AND DISPOSE OF ALL - W Q ao .0 THE CONTRACT. UNLESS OTHERWISE PROVIDED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS, SUB -SURFACE, BURIED CONSTRUCTION DEBRIS TO THE ENTIRE EXTENT OF DEPTH ENCOUNTERED ON -SITE. iT IS U, �_ W Q� � SUPPLIES, TOOLS, EQUIPMENT AND LABOR NECESSARY FOR THE PROPER PROSECUTION AND ASSUMED THAT 30% OF THE MATERIAL EXCAVATED IN THIS AREA WILL BE USABLE FOR SITE FILL. Z X I.- r� r- COMPLETION OF THE WORK. W C/) W U Z � � 2. PRIOR TO PREPARATION OF SUBGRADE AND ANY FILL OPERATIONS, THE CONTRACTOR MUST STRIP AREA TO F_ 3. PRIOR TO JOB CLOSEOUT, A SET OF "AS -BUILT" CONSTRUCTION PLANS MUST BE SUBMITTED TO THE EXISTING, STABLE MATERIAL AND SHALL PROOF ROLL THE SITE AREA TO LOCATE UNSTABLE OR NON -UNIFORM 0 Q CITY OF COLLEGE STATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A SET OF AREAS. AREAS OF IMPORT OVERBURDEN MATERIAL EXIST ON SITE. THE MATERIAL WITHIN THESE AREAS ARE Z Z W "RED LINE" CONSTRUCTION PLANS SHOWING THE AS -BUILT CONDITIONS TO KLING ENGINEERING & ASSUMED TO BE USABLE FOR CONSTRUCTION PURPOSES.. CONTRACTOR TO REMOVE VEGETATIVE LAYER ON OVER J Q CO F- U SURVEYING AT LEAST ONE WEEK PRIOR TO JOB CLOSEOUT. AS -BUILT DRAWINGS TO INCLUDE ALL BURDEN AND STOCKPILE WITH TOPSOIL. CONTRACTOR TO REMOVE TOP SOIL LAYER EXISTING BENEATH OVERBURDEN .PIPING AND .OBSTRUCTIONS ENCOUNTERED OR INSTALLED DURING CONSTRUCTION. AND STOCK PILE. CONTRACTOR TO OVER EXCAVATE UNSTABLE OR NON -UNIFORM AREAS, REMOVING AND REPLACING � MATERIAL WITH NATIVE FILL MATERIAL COMPACTED TO 98% STD. PROCTOR (ASTM D-698) AT A MOISTURE CONTENT 4. UNLESS OTHERWISE DIRECTED BY THE OWNER, ALL MATERIALS AND DEBRIS REMOVED SHALL BECOME OF -1 % TO +3% OF OPTIMUM. CONTRACTOR IS TO INSURE THAT ALL SUBSURFACE DEBRIS HAVE BEEN THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED .FROM THE SITE AND DISPOSED OF IN COMPLETELY REMOVED. ROLLING EQUIPMENT SHALL CONSIST OF PNEUMATIC TIRED ROLLER WITH GROSS LOADING z A MANNER SATISFACTORY TO THE OWNER & ENGINEER. TO BE AS NECESSARY TO PRODUCE SURFACE LOADING RANGING FROM 5 LBS/SQ IN. TO 20 LBS/SQ IN. 3. FILL MATERIAL TO BE A UNIFORM MATERIAL WITH PLASTICITY 15<PI<30. FILL TO BE COMPACTED TO 98% OF THE 5. ALL UTILITIES AND SERVICE LINES SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON MAXIMUM DENSITY AS DETERMINED BY ASTM D-698 AT A MOISTURE CONTENT OF -1% TO +2% OF OPTIMUM. FILL CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY KLING ENGINEERING AND SURVEYING FROM CITY & TO BE PLACED IN 6" LIFTS. INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN -POSITIONS MAY NOT REPRESENT AS -BUILT POSITIONS. 4. ALL OF THE FILL MATERIAL TO BE USED IS AVAILABLE ON SITE. v 5. TESTING OF FILL MATERIAL -OPTIMUM -MOISTURE/DENSITY RELATIONSHIP TO BE DETERMINED FOR FILL MATERIAL AT 6. CONTRACTOR IS RESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN PLAN AND ACTUAL CONDITIONS PRIOR TO RATE OF ONE SAMPLE PER MATERIAL ENCOUNTERED. IN -PLACE DENSITY & MOISTURE CONTENT TESTS TO BE CONSTRUCTION OF WORK ELEMENT AFFECTED. OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE TAKEN AT A RATE OF 1 FOR EVERY 4000 SF FOR EACH 6" OF COMPACTED THICKNESS. UPON COMPLETION OF ^ ACCURACY OR COMPLETENESS OF INFORMATION OR DATA RELIED ON TO DEPICT UNDERGROUND FACILITIES. EACH LAYER AND PRIOR TO COMMENCEMENT OF THE NEXT LAYER, CONTRACTOR SHALL NOTIFY OWNER & K.E.S. GJ CONTRACTOR IS TO CONTACT OWNERS OF ALL UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA AND AND AWAIT APPROVAL OF THE COMPACTED LAYER TO PROCEED WITH SUBSEQUENT FILL LAYERS. NOTIFY OF INTENT AT LEAST 1 WEEK PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FACILITY OWNERS. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL 6. ASSURE POSITIVE DRAINAGE ACROSS ENTIRE SITE AND ALL REGRADED GRASSED AREAS. POSITIONING OF ALL PIPELINES, EXISTING UTILITIES, AND SERVICE LINES WITHIN THE PROJECT AREA WHETHER SHOWN ON THE PLANS OR NOT, AT LEAST 48 '-HOURS PRIOR TO CONSTRUCTION. CONTRACTOR IS TO MAINTAIN 7. ANY EXCESS MATERIAL WITHIN THE LIMITS OF .UNIVERSITY TOWN CENTER PROJECT, IF PLACED ON SITE, SHALL BE STRUCTURAL INTEGRITY OF ALL PIPELINES, ELECTRIC TRANSMISSION POLES AND LINES, PERMANENT AND PLACED ON PREPARED GROUND (CLEARED/GRUBBEO/TOPSOIL STRIPPED) AND COMPACTED IN PLACE TO 98% TEMPORARY UTILITIES.. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING UTILITY FACILITIES, STANDARD DENSITY (ASTM D698) AT A MOISTURE CONTENT BETWEEN -1% AND +3% OF OPTIMUM. PAVEMENT, ETC. AS A RESULT OF CONSTRUCTION ACTIVITIES. g• TOPSOIL TO BE STOCKPILED ON ADJACENT 7_47 ACRE TRACT OWNED BY SAHARA REALTY GROUP LTD. WITHIN THE 7. CONTRACTOR TO CONTACT DIG-TESS 0 800-545-6005 96 HOURS PRIOR TO CONSTRUCTION. SPECIFIC FOLLOWING APPROXIMATE DIMENSIONS: WIDTH-160' x LENGTH-270' x MAX FILL HEIGHT-12'. LENGTH TO BE ORIENTED PARALLEL WiTH WITH PROPERTY LINE. SILT FENCING TO BE INSTALLED AROUND ENTIRE STOCK PILE ATTENTION SHOULD BE PAID TO FRANCHISE UTILITIES. SHOULD A CONFLICT ARISE BETWEEN THE PROPOSED PERIMETER. CONSTRUCTION AND AN EXISTING UTILITY, CONTACT KLING ENGINEERING 48 HOURS PRIOR TO CONSTRUCTION. 9. FINISHED GRADING: A 6" LAYER OF TOPSOIL IS TO BE PLACED IN ALL AREAS TO BE REVEGEfATED AND LIGHTLY 8. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO ADJACENT PROPERTIES AND PUBLIC RIGHT COMPACTED. CONTRACTOR IS TO INSURE ESTABLISHMENT OF VEGETATION (EXCEPT SITE SPECIFIC LANDSCAPING) ^/ OF WAYS AND IS RESPONSIBLE FOR CLEANUP 1F SUCH OCCURS. CONTRACTOR IS TO INSURE NO FOR ALL DISTURBED AREAS. ALL AREAS ARE TO BE NEATLY GRADED TO DRAIN. STOCKPILES WILL ONLY BE CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ON TO ANY PUBLIC OR PRIVATE STREETS ALLOWED IN DESIGNATED OFF SITE STOCKPILE AREA, OR LAND AND IS RESPONSIBLE FOR SITE CLEANUP AFTER EACH DAYS WORK. CONTRACTOR IS TO W MAKE USE OF BEST MANAGEMENT PRACTICES TO PREVENT SEDIMENT FROM LEAVING THE SITE OR r a ENTERING EXISTING STORM SEWER OR DOWNSTREAM CHANNEL AREAS. CONTRACTOR SHALL MAINTAIN EROSION CONTROL THROUGHOUT CONSTRUCTION PERIOD AND UNTIL GRASS IS ESTABLISHED. PAVEMENT NOTES 9. ALL DIMENSIONS AND RADII ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 1. THE DRIVE AISLES AND PARKING PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH w RECOMENDATIONS CONTAINED IN THE PROJECT SOILS REPORT PREPARED BY CSC ENGINEERING FOR 10. MINIMUM BURY FOR UTILITIES: PHASE 1. 00 VERIZON - 2' BURY 2. CONCRETE SHALL BE 4000 PSI, 28 DAY STRENGTH PORTLAND CEMENT CONCRETE TEST CYLINDERS T \ r UNDERGROUND PRIMARY LINE - 4' BURY SHALL BE TAKEN 1 SET OF 3 PER 100 CY OF CONCRETE PLACED OR A MINIMUM OF 1 SET OF 3 v UNDERGROUND ELECTRIC SERVICE - 2' BURY PER STRUCTURE AT TIME OF POUR. GAS - 3' BURY 3. SUB -GRADE SHALL BE LIME STABILIZED WITH TYPE A, HYDRATED LIME TO A DEPTH OF 6" SUFFICIENT WATERLINE - 4' BURY TO PRODUCE A MINIMUM pH OF 12.4 IN THE LIMED SOIL IN ACCORDANCE WITH TxDOT STD. SPEC." O ITEM #260. APPLICATION RATE SHALL BE ASSUMED 6% BY UNIT WEIGHT OF THE SUB -GRADE FOR 11. CONTRACTOR SHALL INSTALL VERIZON 2-4" AND COX CABLE 2-2" SCHEDULE #40 PVC CONDUIT IN BIDDING PURPOSES. MECHANICAL MEANS SHALL BE USED TO INSURE LIME IS THOROUGHLY MIXED IN U SAME TRENCH AS ELECTRICAL, A MINIMUM OF 1' ABOVE ELECTRICAL CONDUIT WITH 6" "CAUTION" WITH THE SUB -GRADE. COMPACT THE SOIL/LIME MIXTURE TO A DENSITY OF AT LEAST 98% V) TAPE. STANDARD PROCTOR (ASTM D-698) AT A MOISTURE CONTENT BETWEEN 1 % BELOW TO 3% ABOVE O O SITE SPECIFIC NOTES OPTIMUM MOISTURE CONTENT. IN -PLACE DENSITY & MOISTURE CONTENT TESTS TO BE TAKEN AT A a/ RATE OF 1 FOR EVERY 250 SY FOR EACH 6" OF COMPACTED THICKNESS. w 1. CONTRACTOR SHALL COORDINATE WITH VERIZON FOR EXACT DESIGN & INSTALLATION OF 4, CONTRACTOR SHALL EXCLUDE TRAFFIC FROM CONCRETE PAVEMENT BY MEANS COMMUNICATIONS CONDUIT OF BARRICADES AND SIGNS UNTIL CONCRETE IS AT LEAST 14 DAYS OLD. Qa 2. CONTRACTOR SHALL COORDINATE WITH COLLEGE -STATION ELECTRIC FOR EXACT DESIGN & INSTALLATION 5. CONTRACTOR SHALL NOT START ANY CONSTRUCTION IN ANY TXDOT RIGHT-OF-WAY UNTIL A TxDOT ` y OF ALL ELECTRICAL CONDUIT & TRANSFORMER PADS. PERMIT HAS BEEN SECURED. U Z 3. CONTRACTOR SHALL COORDINATE WITH ATMOS GAS FOR EXACT DESIGN & INSTALLATION OF ALL STORM SEWER NOTES ON -SITE GAS LINES. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL PRIVATE UTiLTIES AND FRANCHISE 1. STORM SEWER MATERIAL SHALL BE AS FOLLOWS FOR THE FOLLOWING INSTALLATIONS: r/1 UTILITIES WITH EARTHWORK & PAVEMENT CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING L NECESSITY, .FURNISHING & INSTALLING ANY NECESSARY UTILITY, LIGHTING OR IRRIGATION CONDUIT PRIOR TO REINFORCED CONCRETE PIPE (RCP) CLASS 111, ASTM C-76, TONGUE & GROVE SUBGRADE PREPARATION & PAVING OPERATION. CONTRACTOR IS RESPONSIBLE FOR DETERMINATION OF UTILITY HIGH DENSITY POLYETHYLENE CORRUGATED PIPE W/SMOOTH WALL INTERIOR, ADS N-12 INSTALLATION ORDER. MARK ALL UTILITY STUB -OUTS AND CONDUIT ENDS WITH 4" PAINTED PVC EXTENDING 4' CONCRETE FOR STRUCTURES (INLETS, CATCH BASINS, JUNCTIONS, ECT.) MIN 4000 PSI-28 DAY STRENGTH �T1 ABOVE FINISHED GRADE. CONTRACTOR SHALL INSURE THAT THE FOLLOWING UTILITIES: STORM SEWER, WATER, ^ a SANITARY SEWER, GAS, TELEPHONE AND UNDERGROUND ELECTRIC AND CABLE TV ARE INSTALLED AT THE 2• N/A ELEVATIONS SHOWN IN THE PLANS AT ALL CROSSINGS. 3. TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 98% STANDARD (D-698) UNDER AREAS TO BE t'4 PAVED, OR AT THE CONTRACTORS OPTION, CEMENT STABILIZED SAND BACKFILL MAY BE USED FOR 0 5• CONTRACTOR SHALL FURNISH & INSTALL ALL NECESSARY CONDUIT W/ PULLSTRINGS, SWEEPING BENDS, ECT. RCP INSTALLATIONS. ALL OTHER AREAS SHALL BE COMPACTED TO AT, LEAST 95% STANDARD (ASTM }-� U FOR OF PARKING LOT & STREET LIGHTING. RUN ALL NECESSARY ELECTRICAL CONDUIT SO THAT THE LIGHTS ARE D-698). TESTS ARE TO BE CONDUCTED EVERY 200' FOR EVERY 24' OF THICKNESS. BACKFILL OPERATIONAL WHEN MIRING IS PULLED. COORDINATE WITH OWNER'S ELECTRICIAN. MATERIAL TO BE PLACED IN 6" LIFTS. CONTRACTOR SHALL FURNISH & INSTALL ALL NECESSARY CONDUIT FOR SITE IRRIGATION SYSTEM AND RUN ALL 4. ALL STORM SEWER FLOWLINES (IN &OUT) ARE CALCULATED TO THE CENTER OF THE INLET BOX. NECESSARY CONDUIT SUCH THAT EVERY PROPOSED LANDSCAPED AREA HAS IRRIGATION SLEEVES TO THEM. CONTRACTOR SHALL ADJUST FLOWLINES TO MATCH THE FACE OF THE INLET BOX. 6. THE EXISTING GROUND TOPOGRAPHY SHOWN IN THESE PLANS IS BASED ON AN ON THE GROUND SURVEY 5. CONTRACTOR IS TO USE SILT FENCING AROUND INLET AND JUNCTION BOXES AND GRAVEL FILLED CONDUCTED SEPTEMBER 29, 2004 (BASIS OF ELEVATION -CITY OF COLLEGE STATION GPS MONUMENTATION). THE PERMEABLE BAGS AROUND INLET BOXES (AS NESSECCARY) TO PREVENT SEDIMENT FROM ENTERING CONTRACTOR MUST INSURE THAT ALL SUBSURFACE DEBRIS HAVE BEEN COMPLETELY REMOVED. STORM SEWER SYSTEM. PRIOR TO ACCEPTANCE OF PROJECT FOR SUBSTANTIAL COMPLETION, CONTRACTOR IS TO CLEAN ALL STORM SEWER FACILITIES OF SEDIMENT. 7. CONTRACTOR IS TO INSURE NO CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ON TO ANY PUBLIC 6. ALL PERMANENT ROCK RUBBLE RIP -RAP TO BE LIMESTONE USING GENERALLY 50 lb-250 Ib PIECES OR PRIVATE STREETS OR LAND AND IS RESPONSIBLE FOR SITE CLEANUP AFTER EACH DAYS WORK. CONTRACTOR W/ SMALtER ROCK FILLING VOIDS. ROCK TO BE INSTALLED TO 1.0' MIN. THICKNESS. INSTALL SOIL IS TO MAKE USE OF BEST MANAGEMENT PRACTICES TO PREVENT SEDIMENT FROM LEAVING THE SITE OR RETENTION. FILTER FABRIC BENEATH ROCK PER TXDOT MATERIAL SPEC. D-9-6200, TYPE 2. RUBBLE ENTERING EXISTING STORM SEWER OR DOWNSTREAM CHANNEL AREAS. CONTRACTOR SHALL MAINTAIN EROSION TO BE HAND PLACED IN MORTAR PROVIDING A NEAT, UNIFORM, TIGHT SURFACE IN ACCORDANCE W/ CONTROL THROUGHOUT CONSTRUCTION PERIOD AND UNTIL GRASS 1S ESTABLISHED. PRIOR TO HYDROMULCH TXDOT SPEC. ITEM #432, STONE RIP -RAP (TYPE F). BROKEN CONCRETE MAY NOT BE USED FOR OPERATIONS, CONTRACTOR TO SPREAD/REPLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OF 6 PERMANENT INSTALLATIONS. NO SOIL SHOULD BE VISIBLE THROUGH RIP -RAP 8. ALL DISTURBED AREAS ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED BELOW. CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD OF DETENTION POND .. of 4 90 DAYS. CONTRACTOR TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FOR A PERIOD OF 6 S >?. .•••••..Tic MONTHS. GROWTH AND COVERAGE SHALL BE DEFINED AS 95% OF THE PLANTED AREA WITH UNIFORM COVERAGE 1 FILL FOR POND BERMS SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO 987STANDARD DENSITY i aj'�; •' OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER, THAN 2 .SQUARE FEET. SECOND (ASTM D698). FILL MATERIAL SHALL CONSIST OF SUITABLE EARTH MATERIAL THAT WILL FORM A STABLE �00 * : � '•• * 1, APPLICATION OF HYDROMULCH IS REQUIRED FOR. BARE SPOTS NOT MEETING COVERAGE REQUIREMENT WITHIN 60 FILL MATERIAL. /.*......................::.*. / DAYS OF INITIAL APPLICATION. % B.J. KLING i • 2. DETENTION POND AREA SHALL BE GRADED TO PLAN GRADES WITH THE EXCEPTION OF INSTALLATION I.................................1 9. ALL DISTURBED AREAS NOT TO BE PAVED ARE TO BE PREPARED AND BROADCAST SEEDED FOR PERMANENT OF RETAINING WALLS. POND FLOOR IS TO BE LIME STABILIZED & COMPACTED IN ACCORDANCE WITH 24705 ESTABLISHMENT OF VEGETATION. PRIOR TO HYDROMULCH OPERATIONS, CONTRACTOR TO REPLACE AND PAVEMENT SUBGRADE LIME STABILIZATION REQUIREMENTS. CONTRACTOR IS TO COORDINATE WITH :?�` • :.ar CONSOLIDATE TOPSOIL TO A DEPTH OF 6". TOPSOIL TO BE DISKED TO A DEPTH OF 4 PRIOR TO SEEDING. OWNER'S POND CONSTRUCTION SUB -CONTRACTOR WITH RESPECT TO TIMING AND DIFFERENCE IN FINAL AFTER SEEDING OPERATIONS, THE PLANTED AREA SHALL BE ROLLED WITH A LIGHT CORRUGATED DRUM ROLLER. SUBGRADE ELEVATION ALLOWING FOR POND FLOOR PAVING (IF ANY). ALL ROLLING OF SLOPED AREAS SHALL BE ALONG THE CONTOUR OF THE SLOPE. FINAL GRADES WITH 3. AT THE TIME THESE PLANS WERE RELEASED FOR CONSTRUCTION, A FiNAL ARCHITECTURAL DESIGN FOR 1+ ESTABLISHED VEGETATION SHALL PROVIDE POSITIVE DRAINAGE. BROADCAST SEEDING TO BE IN ACCORDANCE WiTH THE POND HAD NOT BEEN COMPLETED. INSTALLATION OF 36"X30" RCP TEE SECTIONS SHALL NOT BE TxDOT ITEM 164.3 WITH THE FOLLOWING. SEED MIX ACCOMPLISHED UNTIL POND DESIGN IS COMPLETE AND POND CONSTRUCTION IS READY TO COMMENCE. SEED MIX: COOL SEASON GRASS SEEDING MIX: CONTRACTOR IS TO COORDINATE WITH OWNER. TALL FESCUE 0 4 Ibs/ac OF PURE LIVE SEED; OATS 0 21 Ibs/oc OF PURE LIVE SEED WHEAT (RED, WINTER) 0 30 ibs/oc OF PURE LIVE SEED FERTILIZER: 3-1-2 RATIO FERTILIZER W/ SULFUR & TRACE ELEMENTS 0 350 Ibs PER ACRE w 10. SITE DRAINAGE FACILITIES AND STRUCTURES ARE DESIGNED IN ACCORDANCE WITH CURRENT CITY OF COLLEGE m STATION DRAINAGE POLICY AND DRAINAGE DESIGN GUIDELINES. DETENTION FACILITY IS DESIGNED TO ATTENUATE � EXCESS RUNOFF THROUGH THE 100 YEAR EVENT FOR ULTIMATE SITE DEVELOPMENT INCLUSIVE OF THE -4.5 TOOL 1/8" RADALONG REINFORCING AS PER z ACRE COX (FORMERLY SMITH) TRACT & THE REMAINING -7.5 ACRE SAHARA REALTY TRACT. ALL STORM SEWER ALL EDGES 1/4' DEEP DETAIL a FACILITIES ARE DESIGNED TO ACCOMODATE RUNOFF THROUGH THE 25 YEAR EVENT. ALL CULVERT FACILITIES a Z ARE DESIGNED TO ACCOMODATE RUNOFF THROUGH THE 25 YEAR EVENT FOR ULTIMATE SITE DEVELOPMENT. • G e r•. a. U Z -•1 11. FIRE LANE AND FIRE HYDRANT LOCATIONS ARE SHOWN AS APPROVED BY CITY OF COLLEGE STATION. -�'• •= . . a �• * w o 0 1/2- EXPANSION JOINT (EJT) TOOLED 1/B" -RAD. ALL -EDGES ,-- EXPANSION CAP STD. CONCRETE SIDEWALK NOT TO SCALE JOINT DETAIL NOW NOT TO SCALE 6" #4 BAR - #4 BARS 18" O.C.B.W. 2" CLEAR WIDTH r =-6" LIME STABILIZATION 6" COMPACTED SUBGRADE STD. CONCRETE CURB do GUTTER -NOT TO SCALE 0 16 Y� err a Q COCl LINCE NOTE: TYPICAL CONTRACTION JOINT, 0 10' SPACING. DEC 2 0 ?005 1' a o o Z U w COLLI-6 � T e ai �'� a CONTRACTION JOINT rRIS-!MCPR I w o 0 - NO 10 SCALE JOINT SEALER TOOL 1/8" RAD. ALONG SCALE: NTS AS SPEC'D. ALL EDGES DRAWN BY: AAP 3/4" EXPANSION JOINT REINAIFORCING AS PER APPROVED BY: SMK MATERIAL AS SPEC'D. NOTE: TYPICAL EXPANSION JOINT, 0 DATE: 12/ 14/04 d 50' SPACING, AND AT ALL OTHER JOINiNGS WITH CONCRETE FILE: DTLS STRUCTURES. J SMOOTH BAR DOWEL 1/2"X18" 0 EXPANSION CAP -INSIDE DIA. TO BE 18" O.C. (DOWEL TO BE OILED 1/16" GREATER THAN DIA. OF DOWEL SHEET W/ STD. NO. 40 SAE GRADE) & EXTEND 1/2 LENGTH OF DOWEL MATERIALS: EJT. FILLER TO BE "SEALTIGHT-FIBRE EXPANSION JOINT FILLER" t;7.1 EJT. SEALANT TO BE "SEALTIGHT-#164, HI -SPEC OR SOF-SEAL" HOT APPLIED SEALANT - BOTH AS MFD. BY.W.R. MEADOWS, INC. OF 3 EXPANSION JOINT (EJT) NOT TO SCALE H A L) IL 0 0% 0 d- In CD 0 RI r 0) 3 J Q LIJ A N U d L 0) T I N _P 0) 3 0- 0 0 J O) L n. 0 I L 0 U _L J I N L �l a i' L 01 C, / (U U1 _P U N O L (L_ C$ J )BELL O.D. 1'-0"TYP. CONCRETE .1� ` PIPE PLUG CONCRETE CONCRETE 1 CROSS CROSS CROSS CONCRETE ELL CONCRETE - PIPE PLUG CONCRETE -J TEE USE 2000# CONCRETE PIPE PLUG x�CONCRETE ,PIPE PLUG /N CROSS 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. ALL STREET CROSSINGS SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND OR STABILIZED SUBGRADE -AS DIRECTED (95% MODIFIED ASTM D1557). 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINES IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 4. MARK EACH SERVICE END WITH METAL ' T' POST PAINTED BLUE. 5. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE (FLARE FITTINGS ARE ACCEPTABLE). WATER SERVICE SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IS THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D689 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS (I.E. YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED -BY ASTM D689 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% UNDER FUTURE STREET BLOCK C WATER MAIN AREAS. THRUST BLOCK FOR yyATER 1 AIN GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OR DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING NOT TO SCALE REQUIREMENTS: CITY OF BRYAN MAXIMUM LIQUID LIMIT..................................................45 STANDARD FIRE HYDRANT MAXIMUM PLASTICITY INDEX..........................................15 MAXIMUM PERCENT PASSING NO. 200 SIEVE................35 GATE vALVE MINIMUM PERCENT. PASSING %" SIEVE ................ .100 W/VALVE BOX THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE WATER LINE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENT AS REQUIRED + "iYPE 2" CONNECTION STABILIZED SAND, 1142 SACK/CY (PUGMILL ONLY). SPADE BY LIFTS INTO IF PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT TEE OR TAPPING SLEEVE-"",- LEEVE OPTIMUM MOISTURE. & VALVE AS REQUIRED GATE VALVE W/VALVE BOX CITY OF BRYAN STANDARD FIRE HYDRANT FIRE HYDRANT LOCATION REALIGN AS NEEDED OFFSET �uauca CONCRETE WYE ANCHOR 9D' BEND 'TYPE 1" CONNECTION General Notes: (1) Finely divided earth free of rock, lumps and clods exceeding 6" shall be placed by hand, and compacted around the cast iron pipe to a depth of 12' over the top of the pipe before backfill is begun by any mechanical equipment. (2) All concrete blocking shall be 2000 lb. 3 All thrust blocking shall provide a minimum of 2 square feet of bearing area of concrete on undisturbed soil, or as directed by the engineer. (4) Water mains will not be fully pressurized until concrete has reached 7 day strength. (5) All pipe will be laid so as the entire barrel will have full bearing on the fine graded trench bottom. Bell holes shall be cut 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). 7 All fittings shall be mechanical joints unless otherwise directed. 8 The bid price for the fire hydrant shall include furnishing the hydrant, gate valve with box, connecting pipe to the water main and tee connection, including blocking, gravel packing, jointing and joint materials and shall include all excavation and backfilling as well as the furnishing of all necessary equipment, labor, materials, power tools and transportation. Fire Hydrant Specifications (1) Hydrants shall be Darling No. B-84-B, constructed in accordance with AWWA and Fire Underwriters specifications with depth of bury as specified. (2) Hydrants shall be National Standard three-way with valve opening of five and one-fourth inches in diameter. Hydrants shall have two (2) two and one-half inch hose nozzles and one (1) four and one-half inch steamer nozzle. All threading of nozzles, operating nuts sizes and cap nuts shall be National Standard. (3) Hydrants shall be the dry barrel type and shall open left counter -clockwise. They shall have a mechanical joint end inlet shoe and be furnished with set screw retainer glands for six inch cast iron pipe with an outside diameter of six and nine -tenths inches to six and ninety-two one hundredths inches. (4) Hydrants must be constructed so that a brass seat ring will screw into a brass or bronze fitting in the shoe for easy removal. (5) Hydrants shall be factory red in color above ground and be of the break -a -way type. VALVE Box. (CLOW NATIONAL F-2450, OR EQUAL, WITH NO. 6 BASE AND COVER NO. F-2490, OR EQUAL) 2" SQUARE AWWA NUT EXTENSION. TERMINATE A A FINISHED GRADE? 6" FROM TOP OF BOX. AS STANDARD CITY OF -BRYAN FIRE HYDRANT (NATIONAL STANDARD THREE-WAY HYDRANT DARLING NO. B-84-8) PLACE METAL DETECTOR TAPE AT 12"-18" DEPTH (Z) SELECT MATERIAL 6"-12" © (MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE) 4" PIPE' UNDISTURBED SOIL O.D. 6" MIN./12" MAX. NOTES: 1. FOR BEDDING AND TRECHING WITHIN EXISTING STREET/STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL -BE ACCORDANCE TO ANSI/AWWA C150/A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF WAY, SHALL BE CONTROLLED BY THE CONTRACTORS. 6. ALL TRENCHES SHALL BE BACKFILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. 7. TWENTY-FOUR (24) HOUR NOTIFICATION TO ENGINEERING IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. P.V.C. PIPE EMBEDMENT WATER AND SANITARY SEWER LINE NOT TO SCALE 2000 LB. CONCRETE 24" X 24' X 6' �WTIH 6" x 6" WIRE MESH AROUND ALL VALVE BOX. D D VIEWA -A 6' STD. ,ID 7 GATE VALVE MECHANICAL JOINT INLET WITH SS BOLTS WITH SET SCREW RETAINER GLAND FOR BONDING. 6' C.1. OR CONCRETE BLOCKING D.I. PIPE GRAVEL -}- TEE OR TAPPING MECHANICAL JOINTS` BLOCK AS DIRECTED SLEEVE & VALVE WITH SET SCREW AS REQUIRED RETAINER GLANDS FIRE HYDRANT NOT TO SCALE SANITARY SEWER LINE NOTES z z ° NO N r:..:. �.' ;.V.00 . ; .. '• THE SANITARY SEWER LINE AND APPURTENANCES SHOWN HEREON SHALL BE CONSTRUCTED z W Q Q 2 MIN. SLEEVE CONFORMANCE WITH THE B/CS UNIFIED WATER AND SEWER TECHNICAL SPECIFICATIONS - > W Q co 00 'LATEST REVISION, TO INCLUDE ALL NECESSARY THRUST BLOCKING AND TESTING. Q I- w rn (3, FORD BALL VALVE -PAD WING NO BII-333W I (ASPVC SPECIFIED IN PLANS) rOUT 2. ALL PVC SANITARY SEWER LINES SHALL BE SDR 26, ASTM D2241 or ASTM D3034 AS CALLED UJ � w N � Cr v ._. OR JO-190OW W/PLUG ON' PLANS I- Z ROCKWELL (SMITH BLAIR) DOUBLE STRAP.SERVICE.SADDLE NO. 313 OR BAKER SERIES NO. 183-D FORD STOP NO. H-1500 OR HAYES NO. 5200 4' MIN. TYPE K COPPER TUBING (SINGLE SERVICE) WATER LINE I (SIZE AS SPECIFIED IN PLANS)- a .• (SEE NOTE 1) WATER CROSSING NOTE, ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION 2" GALV. ELL 2" x 6" GALV. NIPPLE �- REMOVE AND DISCARD II AFTER USE BROOKS UNDERGROUND ENCLOSURE (FOR 2" PIPE) I�2" SCH. 40 GALV. PIPE MODEL 1220 OR APPROVED .EQUAL I I AFTER BLOW -OFF INSTALL 2" MALE QUICK EXIST. GRADE CONNECTION & CAP 2" BRASS BALL VALVE �2" BRASS THREAD PIPE LINE SIZE X 2" MJ TAP PLUG 1i .-- WATER MAIN 2" BRASS ELL CONCRETE BLOCKING (SEE THRUST BLOCKING DETAIL) 2" X 6" BRASS NIPPLE BLOWOfF 'VALVE NOT TO SCALE Box Complete Extension, Top Section, w/Lid Bottom ' Pieces Item In Inches Wt. Length wt. Length Wt. Per Pkg. 461-S 19-22 60 10 35 15 25 ... 462-S 27-32 70 10 35 24 35 ... 562-S 27-37 80 16 45 24 35 20 O O 563-S 33-43 85 16 45 30 40 20 564-S 39-50 90 16 45 36 45 20 WATER 662-S 36-52 105 26 65 30 40 20 0 664-S 39-60 110 26 65 36 45 20 666-S 51-71 135 26 65 48 70 20 7-5/16' 668-S 62-82 145 26 65 60 80 20 77-1/4'/4' `Tyler may ship loose pieces if "May be furnished in two pieces screwed packaging delays your order together to make the length required 2" *** 1 LIDS ARE MARKED 5-3/4 2" 5 5-3/4 "WATER" OR "GAS" 1 /4„ 5-3/8" 7-1 / 1 " " Unless specified otherwise, �' Water will be shipped O 1-1 5-1/4 LOCK LID 5-1/4 DROP LID I I wL **"Variablle Skirt Depths 18 'Skirt wt. 5-3/4" 122 13 1/4,. p 5-3/4' 9„ a0 1 /4„ O 7-5/8" 1-1 0 7-3/8" 1- 2 J DO 2-3/8" I I N 2" 7" J 8-1/8 1-1 2" CID 11 WEX ENSIIONAD S 6-3/ ' Height Item Increase WL 60 EXTENSION 7-3 16' 59 18 30 Height Item Increase wt. 60 24 35 These extensions also fit Series Accommodates 4" Through 12" Valves 6860 three-piece valve boxes 5-1/4 Inch Shafts, Screw -Type 6850 Series CAST IRON VALVE BOX FORD NO C84-44 3 4. BE STBD LEAK TESTED EITHER FOR EXFILTRATION NBYTTHE WATER OR VACUUM D PRIOR TO SANITARY SEWER ACCEPTANCE. ALL LMANHOLES INES LSHOULD METHOD. MANHOLES ARE TO BE WATER TIGHT AND SHALL BE TESTED FOR LEAKAGE BY WATER OR VACUUM. TOPS OF MANHOLES ARE TO BE FLUSH WITH FINISHED GRADES IN PAVED Z Q m F- LLL J AREAS AND 9" ABOVE FINISHED GRADES IN GRASSED AREAS O z' TYPE 'K' COPPER TUBING 5. TRENCH BACKFILL SHALL BE CEMENT STABILIZED SAND COMPACTED TO 98% STANDARD (ASTM D-698) UNDER AREAS TO BE PAVED, ALL OTHER AREAS SHALL BE COMPACTED TO 90% STANDARD (ASTM D-698). TESTS ARE TO BE CONDUCTED EVERY 200' FOR C./ERY 12" OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6" LIFTS. 6. ALL SANITARY SEWER FLOWLINES (IN & OUT ARE CALCULATED TO THE CENTER OF THE ' ^ MANHOLE. CONTRACTOR IS TO ADJUST FLOWLINES TO MATCH THE FACE OF THE MANHOLE.) r 7. CONTRACTOR SHALL PROVIDE TRENCH SAFETY PER OSHA STANDARD 29 CFR PART {� 1926, SUBPART P (SEE TRENCH SAFETY DETAIL SHEET). v 8. ALL SANITARY SEWER SERVICE LINES SHALL BE 6" PVC PIPE. CAP AND MARK END 0 SURFACE W/4" PVC PIPE PAINTED GREEN EXTENDING 4' ABOVE GROUND. 9. TCEQ: WHERE A NEW POTABLE WATERLINE CROSS A NEW, PRESSURE RATED WASTEWATER LINE, THE CROSSING SHOULD BE CENTERED BETWEEN JOINTS OF BOTH THE WATERLINE AND WASTEWATER LINE. THE WASTEWATER LINE SHALL BE BEDDED IN NOT TO SCALE CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF 12 INCHES ABOVE AND FOUR INCHES BELOW THE SEWER VALVE BOX. CLOW NATIONAL ( 10. PIPE. ALL STATIONING IS CENTER LINE STATIONING UNLESS OTHERWISE NOTED VIA STATION F-2450, OR EQUAL, WITH NO. 6 LABEL. BASE AND COVER NO. F-2490, 11. A TWO-WAY CLEANOUT SHALL BE REQUIRED WITHIN FIVE FEET OF THE BUILDING WHERE OR EQUAL) THE SANITARY SEWER EXITS THE BUILDING AND AT A MIN OF 80FT INTERVALS FROM 2" SQUARE AWWA NUT THE BUILDING TO THE MAIN AND AT ALL CHANGES IN DIRECTION. EXTENSION. TERMINATE 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A SET OF "RED LINE" Cn 6" FROM TOP OF BOX. CONSTRUCTION PLANS SHOWING THE AS -BUILT CONDITIONS TO KLING ENGINEERING & SURVEYING AT LEAST ONE WEEK PRIOR TO JOB CLOSEOUT. AS -BUILT DRAWINGS TO INCLUDE ALL PIPING AND OBSTRUCTIONS ENCOUNTERED OR INSTALLED DURING CONSTRUCTION. 13. SANITARY SEWER CONSTRUCTION METHODS SHALL BE IN ACCORDANCE TO B/CS UNIFIED TECHNICAL SPECIFICATIONS. WATER LINE NOTES W 1 THE WATER LINE AND APPURTENANCES SHOWN HEREON SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TECHNICAL INWHATER AND SEWER SPECIFICATIONS,SLATEST RTEVISION, TO CONTAINEDIONS NCLUDETHE ALL NECESSARY UNIFIED THRUST BLOCKING AND TESTING. U STD. MAIN LINE 2. ALL PVC WATER LINES SHALL BE AWWA C-909, DR-14, CLASS 200 Z GATE VALVE ALL DUCTILE IRON WATER LINES SHALL BE AWWA C-150, -CLASS 350 0 3. ALL WATER LINES SHALL HAVE A MINIMUM BURY OF 4 FT. 0 4. MAXIMUM DEFLECTION ANGLES FOR 8" & 12" AWWA C-900, DR-14, CLASS 200. ARE 3' AND 2.1', RESPECTIVELY, PER SEGMENT OF PIPE. DEFLECTION ANGLE IS TO BE ACHIEVED THROUGH OUT THE SEGMENT OF PIPE AND NOT AT THE JOINT. 5. CONTRACTOR SHALL TEMPORARILY PLUG THE NEWLY CONSTRUCTED WATERLINE AT THE END OF EACH WORKING DAY UNTIL CONSTRUCTION IS COMPLETE TO AVOID CONTAMINATION. �wr, 6. TRENCH BACKFILL SHALL BE CEMENT STABILIZED SAND COMPACTED TO 98% STANDARD Cn (ASTM D-698) UNDER AREAS TO BE PAVED, ALL OTHER AREAS SHALL BE COMPACTED TO w W 90% STANDARD (ASTM .D--698). TESTS ARE TO .BE CONDUCTED EVERY 200' FOR EVERY MECHANICAL JOINTS 24" OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6" LIFTS. > WITH SET SCREW 7. CONTRACTOR SHALL -PROVIDE TRENCH SAFETY PER OSHA STANDARD 29 CFR PART 1926, O RETAINER GLANDS SUBPART P (SEE TRENCH SAFETY DETAIL SHEET). V 8. HYDROSTATIC TESTING -SHALL BE CONDUCTED ON ALL WATER LINES IN CONFORMANCE WITH THE CURRENT B/CS UNIFIED TECHNICAL SPECIFICATIONS. ALL WATER LINES MUST BE DISINFECTED .IN ACCORDANCE WITH B/CS UNIFIED TECHNICAL SPECIFICATIONS. CONTRACTOR �/ SHALL BEAR ANY EXPENSE INCURRED BY TESTING/RE-TESTING AND DISINFECTING. GATE VA LV L AND BOX 9• ALL VALVE BOXES ARE TO BE FLUSH WITH FINISHED GRADES. 10. PLUG AND MARK ENDS AT SURFACE WITH 4" PVC PIPE PAINTED BLUE EXTENDING 4' NOT TO SCALE ABOVE GROUND. 11. N/A - 12. WATERLINES SHALL BE INSTALLED NO CLOSER THAN 9 FEET IN ALL DIRECTIONS TO WASTEWATER COLLECTION FACILITIES. WHERE 9 FOOT SEPARATION CANNOT BE ACHIEVED THE FOLLOWING .SHALL APPLY. 13. WHERE A NEW POTABLE WATERLINE PARALLELS A NEW WASTEWATER LINE, THE WASTEWATER LINE SHALL BE CONSTRUCTED OF 150 PSI PRESSURE RATED PIPE. THE NEW POTABLE WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE WASTEWATER LINE, MEASURED VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, TOP OF WALL ELEV: SEE I,ed FROM THE WASTEWATER LINE. GRADING PLAN F'~' S 14. WHERE A NEW POTABLE WATERLINE CROSSES A NEW, PRESSURE RATED WASTEWATER LINE, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER LINE #5 BARS SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE CONTINUOUS FEET HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER LINE. THE POTABLE o . WATERLINE SHALL BE AT OF � l� 3" CLEAR LEAST SIX INCHES ABOVE THE WASTEWATER LINE. WHENEVER POSSIBLE, THE CROSSING ��CP E....Ar �' D 1•_0SHOULD BE CENTERED BETWEEN THE JOINTS OF THE WASTEWATER LINE. THE WASTEWATER , ..o PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 150 PSI. THE WASTEWATER LINE SHALL BE EMBEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE ....................... / * = * / #4 BARS ® SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. % •..• B.J. KLING 16" O.C. (HOR.) 4 1 /2" CLEAR /.................................1 Di3 15. WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE CEMENT STABILIZED SAND a 24705 SHALL -HAVE A MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND �j .'�:F�:p� \ 6" MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER 1F .. .� •- CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM D #5 BARS, LENGTH VARIES 0 8" O.C. OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE SEWER PIPE. THE USE OF BROWN COLORING IN CEMENT VARIES .- o .BEND 90' & EXTEND 9" INTO TOE STABILIZED SAND FOR WASTEWATER LINE BEDDING IS RECOMMENDED FOR THE ` PER GRADING PLAN 2' PVC WEEP HOLES, IDENTIFICATION OF WASTEWATER FORCE MAINS DURING FUTURE CONSTRUCTION. SPACED EVERY ' 4' WIRE ..MESH TO PREVENT v SOIL INFILTRATION 16. WATERLINE AND MANHOLE SEPARATION. THE SEPARATION DISTANCE FROM A POTABLE WATERLINE TO A MANHOLE SHALL BE A MINIMUM OF NINE FEET. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT -BE ACHIEVED, THE POTABLE WATERLINE SHALL BE ENCASED F P I�� IN A JOINT 0 150 PSI PRESSURE CLASS PIE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE #3 BARS, 2' LONG FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. 6". DOWEL 0 16" O.C. THE ENCASEMENT PIPE SHALL BE CENTERED ON.THE CROSSING AND BOTH ENDS SEALED GRADE WITH CEMENT GROUT OR MANUFACTURED SEAL. o o• 17. LOCATION OF FIRE HYDRANTS. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE 2"x6" KEYED JT. FEET VERTICALLY OR HORIZONTALLY OF ANY SANITARY SEWER LINE REGARDLESS OF y Cr CONSTRUCTION. - o 18" #4 BARS, 1'-6" LONG 18. ALL STATIONING IS CENTER LINE STATIONING UNLESS OTHERWISE NOTED VIA STATION o al 0 8' O.C. 19. ALLLEL. VALVES TO BE FURNISHED AND INSTALLED WITH VALVE BOX AND COVER. o: • D v v • �•-� 4 BARS D . 9" 0.C_ D . v Lam. � 3" CL& 3" V �. (NP) NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH BRONZE INSECT SCREEN SIDES OF COPPER PIPE. 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" W/S.S. HOSE CLAMP SHALL INCLUDE ALL MATERIALS, AS SHOWN IN 2'-O" 1'-O" , #4 BARS, V-6' LONG ram eOETAL,..INCLWWDING MAIN LINE TAPPING SADDLE. 11"AIR RELEASE VALVE , SIZE OF LINES AND VALVES MAY BE MODIFIED BY APCO MODEL 50 COMPACTED OR ® S" O.C. tHEttN6INEER COMMJ UNDISTURBED SUBGRADE F- o HOT -BOX POLY ROX MODEL PHRI WITH NOTES: HEAT OR APPROVED DEC 2 2005 EQUAL 1. MINIMUM BEARING CAPACITY OF SUBGRADE 2000 LB/FT. 2. CONCRETE 'STRENGTH = 4000 PSI. 4" x 3' x 3' CONCRETE PAD 3. REINFORCING STEEL. TO BE GRADE 60 4. SELECT FILL TO BE A CLEAN, GRANULAR MATERIAL WITH PI 12<X<15. COMPACT 9 r' IRON PIPE THREAD rrAmmm mill SELECT FILL TO 98% STD DENSITY ASTM D-698 AT MOISTURE ( ) CONTENT BETWEEN -1 COMPRESSION FITTING % OF OPTIMUM TO +3% OF OPTIMUM. AND 1" GATE VALVE RAss ELL cTYP.1 1" TYPE "K" COPPER TUBING RE-INFORCED CONCRETE RETAINING WALL � 1" TAPPING SADDLE W/ CORPORATION STOP. NOT TO SCALE P' APCO WAFER CHECK SERIES 300 AIR RELEASE VALVE Rt VACUUM CHECK, VALVE W3-02 WATER AIR RELIEF' VALVE NOT TO SCALE Z UJ O z 0 O U 0 W U_ LL Q V) In CO CO to Q a) to0 SCALE: N.T.S. DRAWN BY: JNP APPROVED BY: AAP DATE: 12/ 14/04 FILE: SHEET -NOT TOSCALE I• - A U 0 C'') .z� to C) CD CU IN, O) 3 J Q I- w 1:4 IY W w 0 I LIJ H 3 L3 Z_ l,J Ld Z 7 z w 0 _0 > 4 3 N 01 u d L 01 v I N tL m . 3 n. 0 O J O) i a 1 0 U J I 01 L A LA L 0, / (U 0Y to U 0/ O L d J / STD. CAST IRON MANHOLE COVER AND FRAME (24" DIA.) OR EQUAL ' STD. 45' WYE • 6" MIN. .a VARIES • 2000 PSI CONC. STD. 45' WYEAl .' . VARIES 3• VARIES •• ' ' 3" 11-N ' � 45' BEND VARIES e. .4.. : • . 90' BEND 45' BEND •. •• 8" THICK #4 BARS, 12" O.C.E.W. DENOTES DUCTILE IRON PIPE & FITTINGS STANDARD DROP MANHOLE NOT TO SCALE VULCAN FOUNDARY V-2342 WATERTIGHT M.H. RING & COVER OR VULCAN FOUNDARY V-1342 REGULAR RING & COVER (CITY OF BRYAN) OR EQUAL APPROVED BY ENGINEER SEE NOTE 1. SEE NOTE 1. • CLASS "A" CONC. 3000 PSI IN 28 DAYS PRECAST REINFORCED 6.r CONC. MANHOLE SECT. �';� BACKFlLL AROUND ASTM DES. C-478 2'-6" 2p '-' M.H. SHALL BE ' ' COMPACTED TO 85% AS PER ASTM 0-RING D 1557 VARIES 4,-p„ 4'-0„ ' ' 6" VARIES '` PLUG 6"MiN. -�I 3/4 OF THE -�{ „ 3/4 OF THE AX I DIA OF THE PIPE " / PLUG I DIA OF THE 9 2 21 PIPE 1/2,01 � MI M „ 2 -0 3 gn •r• DEPTH THICK. #4 BARS, 12" O.C.E.W.\_#4 BARS, 12" O.C.E.W. 0-8' B. 8& 12' 10 1. 12 12" PRECAST MONOLITHIC UP NOTE 1. NOTE 2. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN SHALL BE USED AT EACH M. H. IN NEW OR RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR EXISTING STREETS TO ADJUST HEIGHT. CORBEL/CONE SECTION. STANDARD SANITARY SEINER MANHOLE NOT TO SCALE 11 0.1' DIFF. OR AS SHOWN ON PLAN_- lit------ ------ EXPLANATION OF DROP IN MANHOLES: THE "OUT" & "IN" FLOWLINE FOR THESE PLANS IS TAKEN TO MEAN THE FLOWLINE OF THE PIPE IF EXTEND TO THE MANHOLE CENTERLINE, NOT THE FLOWLINE AT THE MANHOLE WALLS. EXPLANATION OF DROP IN MANHOLE 6X2'-OX2'-0' SLAB 6' CLEANOUT STACK 1 DIP OR PVC FOR ROCK, CONCRETE CUSHIONED REQUIRED A NOT LESS THAN 2" 45• WYE NOT LESS THAN 3' ° • • J TO BELL •a' 'i.'_•; OF CURVE 4" SERVI NE • ' 3" MIN. ELEVATION STANDARD CLEAN O OJT UNDISTURBED EARTH OR COMPACTED BEDDING MATERIAL NOT • SCALE NOT TO SCALE NOTE: EXCAVATION, BACKFlLL, CONCRETE, TEE, WYE AND STOPPER WILL NOT BE PAID FOR AS SEPERATE PAY ITEMS, BUT ALL ARE A PART OF "DEEP CUT CONNECTION'. NO DEDUCTION WILL BE MADE IN FINAL MEASUREMENT FOR LENGTH OF SEWER LINE FOR "DEEP CUT CONNECTION" SECTJ ON A A' DEEP CUT CONNECTION NOT TO'SCALE O U -r PROP. 36" RCP PLAN VIEW � L 4' FROM TOP OF CONCRETE 1 PVC 2' FROM GRADE LEVEL 1. #3 SPIRAL, 4" PITCH. 2. 4,' 1-1 /4" ANCHOR BOLT • 42" LONG WITH 4" a • ' PROJECTION FROM CONCRETE. 3. ANCHOR BOLT: 6" THREAD, TOP 2" TO BE GALVANIZED • 3/4' z • .• ANCHOR BOLT 0 4. ANCHOR BOLT TO BE A • 3" MIN. M 326, WITH 2 NUTS AND 2 F „ 4`• CLEARANCE U SQUARE WASHERS RE8 8R 5. (6) #8 VERTICAL REBAR. • in • d 6. ALL CONCRETE TO BE " 3.000 PSI GRADE. 3" 7. OWNER TO PROVIDE a' MANUFACTURER'S SPECIFICATIONS FOR BOLT PATTERN LIGHT POLE SASE 181 NOT TO SCALE 4' FROM TOP OF NOTES. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH GROUND SURFACE MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, 41 ' THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED \�\ \/\ BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED' IN ASTM D2321, LL_ "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY -FLOW ��,j\\ ,'-: .- :•\j Q APPLICATIONS," LATEST EDITION; AS AN ALTERNATIVE AND AT UNDISTURBED\�\ .:� m THE DISCRETION OF THE ENGINEER, THE TRENCH BOTTOM EARTH �y/ J w MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. .-. Z 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III AND INSTALLED AS REQUIRED IN ASTM D2321, LATEST \ \ 1z EDITION. p 0- \ \�/ 0 0 UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, MINIMUM Lam. O \ \ \j\ z BEDDING THICKNESS SHALL BE 4" (100MM) FOR 4"-24" Y r 1 0 \ ADS PIPE (100-600MM) AND 42"-48" (1050-1200MM) CORRUGATED Q o \ \\//// U J POLYETHYLENE PIPE (CPEP); 6" (150MM) FOR 30"-36" m O '\ V\4 � (D (750-900MM) CPEP. Q H \ \ /� _ � 5. HAUNCHING AND INITIAL BACKFlLL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III AND INSTALLED AS REQUIRED IN ASTM z cV i o \ Chi') D2321, LATEST EDITION. \\ 6. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, MINIMUM Q O Q Y TRENCH WIDTHS SHALL BE AS FOLLOWS: NOMINALfA �MIN RECOMMENDED BEDDING MATERIAL IN. MM TRENCH WIDTH. IN (MM) 4 (100) 21 (530) FOUNDATION s(ooj 2 25s of ( 10 (250) 28 (710) 12 (300) 31 (790) MIN. TRENCH WIDTH 15 (375) 34 (860) 18 (450) 39 (990) 24 (600) 48 (1220) 36 BEDDING, MUNCHING & INITIAL BACKFlLL: (900 78 (i 80) . 42 (1050) 83 (2110) A. PROVIDE GEOMEMBRANE FILTER FABRIC BETWEEN WALLS AND 48 (1200) 89 (2260) BOTTOM OF TRENCH AND EMBEDMENT/ INITIAL BACKFlLL 60 (1500) 102 (2590) MATERIALS SHOULD FINES EXIST IN WET CONDITIONS. 7. MINIMUM COVER: MINIMUM RECOMMENDED DEPTHS OF COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE SUMMARIZED B. MINIMUM COMPACTED DENSITY: 95% MODIFIED PROCTOR (ASTM IN THE FOLLOWING TABLE. UNLESS OTHERWISE NOTED, ALL D-1557) DIMENSIONS ARE TAKEN FROM THE TOP OF PIPE TO THE GROUND SURFACE. C. IN -PLACE DENSITY TESTS TO BE CONDUCTED 1 PER 200 LF SURFACE LIVE MINIMUM RECOMMENDED OF 6" COMPACTED DEPTH FOR BEDDING, HAUNCHING & INITIAL LOADING CONDITION COVER IN. (MM) BACKFlLL LAYERS & 1 PER 200 LF OF 24" COMPACTED DEPTH H25 (FLEXIBLE PAVEMENT) 12 (300) FOR FINAL BACKFlLL LAYER. H25 (RIGID PAVEMENT) 12 (300) E80 RAILWAY 24 (610) HEAVY CONSTRUCTION 48 (1220) *TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT SECTION. BEDDING AND TRENCH FOR ADS PIPE NOT TO SCALE MATERIALS FOR EMBEDMENT - KEY 0 SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE -OF � AO SELECT MATERIAL ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION. SECTION VIEW 12„MIN. © GRANULAR MATERIAL 0.75' 11.50, #4 BARS 12" O.C.B.W. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 00 3' CLEAR F/OUTSIDE B (MANUALLY CONSOLIDATE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC PIPE O.D. O MATERIAL AND WHICH WHEN TESTED BY STANDARD FACE OF WALL 1, _ AT OPTIMUM MOISTURE) ' 2.5' WALL LABORATORY METHODS MEET THE FOLLOWING 6 I 0.25 5.75 I w I I I I I EXTEND BARS 9" SINGLE POUR I► t l 1 1 I I STRUCTURE, BEN CONC. EMBEDMENT I , ,_ & EXTEND 18" ,:� - ',! I r r .'� ."' • f ' ` I I ' I� �) " f . INSURE WATERTIG I I AROUND 30" BRA {O; I• I• n SEAL WITH NON-S F •�.�0-. 3.67' - I� -��- • t t { I �•ICV:'r` + O JOINT SEALAW •t''.;.°t::.111 ' r:..••:I 2.5' TALL WALL76 4 BARS 12" O.C.B.W. , 3" CLEAR F/OUTSIDE •1 I L,- 3.2' :. a .°,' '!'.e ' .I) ( I I' , FACE OF WALL 1. • •' I f ( I 36, X30" 36"X30" RCP TEE 1'°'I ,1.3'I I 2.75' I � I f10 ;•J 1 0 2.50' f 4 - -MIN. IPE SEPARAT15 Ci '4.. 4 . 4 SINGLE POUR %1 3.00' r��`, _ '•' t; CONC. EMBEDM :1.' : ' , .I • : � , j, ' •4 ..••yl. •:. � J 1• • I.. {..•' . [{. } � e{° -'''• js• ...� .•I" iP) �P). 0.75' 14 o 7, I TPLUG INS D O RCP 4 BARS 12" O.C.B. WATER9" CLEAR F/TOP TIGHT SEAL 2.5' WALL STORMWATER TOP OF WALLOVERFLOW ELEV=297.50 �� CONSTANT POOL f .... PROP. 36" RCP 36X30" RCP TEE SCHEMATIC NOTES: 1. DETAIL SYMETRIC ABOUT CENTERLINE 2. INSTALLATION OF 2-36" RCP TO OCCUR ONCE POND IS DUG. TEE'S NOT TO BE SET UNTIL FINAL POND DESIGN IS RECIEVED FROM KLING ENGINEERING 3. IF ACTUAL TEE CONSTRUCTION YIELDS DIFFERENT DIMENSIONS THAN SHOWN IN DETAIL, THEN POND FLOOR ELEVATION CONTROLS -SET TOP OF 30" BRANCH AT POND FLOOR ELEVATION, INSURE DOWNSTREAM RCP HAS MIN. SLOPE OF 0.65% - DETENTION POND OUTLET WORKS 12„ (-=TTTT 7-(-1 �T- t T�tt �7� [1-2. PIPE O.D. VAWIE PIPE O.D. 12;; LLL1I-i ILLL11-i_J_J FRONT VIEW SLOPED CONCRETE END TREAT- MENT :ONCRETE 1' PVC 2' FROM GRADE LEVEL 1. #3 SPIRAL, 4" PITCH. 2. 4, 1-1/4" ANCHOR BOLT 42" LONG WITH 4" v •' PROJECTION FROM CONCRETE. 3. ANCHOR BOLT: 6'. THREAD, '•21 N TOP 2" TO BE GALVANIZED t .. ANCHOR BOLT 0 4. ANCHOR BOLT TO BE A • 3' MIN. 326, WITH 2 NUTS AND 2 M „ e CLEARANCE SQUARE WASHERS REBA8R N 5. (6) #8 VERTICAL REBAR. -A 6. ALL CONCRETE TO BE ' 3,000 PSI GRADE. 3" 7. OWNER TO PROVIDE 4' MANUFACTURER'S SPECIFICATIONS FOR BOLT PATTERN LIGHT POLE BASE 3011 NOT TO SCALE TOP OF WALL O It; ; ::t :..:::::::�< , F; REQUIREMENTS: ELEV=297.50 O N _ ' r • .• .• ._ .y • J w MAXIMUM LIQUID LIMIT INTO •r: ,, ° -'r _ -1 --'�.' 7 _• <1 -1-.o°;-•'�' ; T+- Y PIPE O.D. MAXIMUM PLASTICITY INDEX $ MAXIMUM PERCENT PASSING NO. 200 SIEVE D 90 I :I..:,:L. '.• I ,•• , I.` I :•.•..1. ° 'I I I f I ' . - 1:.. • ^ 0O „ MINIMUM PERCENT PASSING 3/4 SIEVE {. _ " -! _ : 1- _'J _.::L• J _ _DOUBLE MAT 4 BARS - - -il, .- O 0 (4 MIN.) PIPE THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, HT SEAL ) 1; I 1 .oi'n f 1 12" O.C.B.W. I '.:I o '� Q SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN NCH, AMIN-` *.. ;I :I ��.' I: a 01 .j ,•. 4" & 9' CLEAR F/TOP. . ° I' :. N POND FLOOR O.D. THE HAND. HRINK 't'- - -. :- - - - r' -*.•- : - ; : s. -'9 EL>v=2ss.00 COMPACTED CRUSHED STONE, FINE GRADATION CRUSHED • 8" MIN. 12" MAX. -.I- •' -.I-' , - / STONE CONSISTING OF DURABLE PARTICLES AND 45 Q` • MEETING THE FOLLOWING REQUIREMENTS: 15 .1-.5 ,• - PASSING 1/2" SIEVE 15 i"='� ` THE TRENCH BOTTOM SHALL BE " _ el PASSING 3/8 SIEVE 804Q®0% ` •'n• !: = r.:: 4 �; 1�::: 6 LIME STAB GRADED SO AS TO PROVIDE UNIFORM PASSING NO. 4 SIEVE 15-60% uti 2.50' " e•.. aSUBGRADE PASSING N0. 10 SIEVE LESS THAN 2% . AND CONTINUOUS SUPPORT FOR THE RCP TEE.=' :. o x PIPE BARREL BETWEEN BELL HOLES. NOTE: ui g. : AT THE CONTRACTOR'S OPTION, IN LIEU OF SHEETING AND • 2.75' 36' FL=290.67 :: SHORING OR OTHER PROTECTIVE MEASURES, TRENCH WALLS •e- IPE SEIA = ` ' • 4 MAY BE SLOPED BACK FROM A POINT 12" (MIN.) ABA TOP .� • . e . :•• OF PIPE. ENT .-:�•� - a.. '• •� :.. ,,.�•; ..... ___:-_r:: -BEDDING AND TRENCH FOR RAP PIPE 2.DD'T 3.2' DOUBLE MAT 4 BARS N 12" O.C.B.W. NOT TO SCALE 7' 0 0 4" & 9' CLEAR F/BOTTOM 0 14. #3 BARS SIDE VIEW 10 @ '7.5 O.C. �b ' 4 BARS 12 O.C.B.W. I A 6 1° , 5.50' 3" CLEAR F/OUTSIDE 10" I I• W. 2.5' WALL 0.75' FACE OF WALL I • • 0 TOP OF WALL o� �L_ ___�D��___�!_D C___ ELEV=297.50 0.75' O rn uj EXTEND BARS 9" INTO 1►:-.TT'_�•-- r -� ' �Y (� 6r, 2' I 3 BARS @ 18 O.C. STRUCTURE, BEND 90 °' & EXTEND 18' `: ' .': I'':.•.I,;.'I :.. . 1. 'n' r I� O o U zy INSURE WATERTIGHT SEAL 4 I' O cli ~ PROVIDE EXPANSION JT. AT FLUME/PAVEMENT INTERSECTION AROUND 30" BRANCH, I I q I''�'1 , SEAL WITH NON -SHRINK I " '•'. I,y .. °•I ' '' I. 1• POND FLOOR JOINTS - ••-' , :. 1 nr, LEV_2 DD PARKING AREA CONCRETE FLUME q. o 0 ;•� S O , i\ DOUBLE MAT 4 BARS N 6" LIME STAB 12' O.C.S.W. SUBGRADE 36"X30" RCP TEE 4" & 9' CLEAR F/TOP Eo In ;6" RCP )1V1 36" FL=290.67 PLUG END OF RCP TEE -INSURE WATER - - :- - .- • TIGHT SEAL 2.00' DOUBLF MAT 4 BARS SINGLE POUR 12" O.C.B.W, o c o CONC. EMBEDMENT 4' & 9" CLEAR F/BOTTOM O 10.00' #3 BARS ® 9" OCBW 2" CLEAR (MIN) JQ' 4" SIDE VIEW NOT TO SCALE EXISTING GRADE NOT TO SCALE NOT TO SCALE #5 BARS 7" O.C. #4 REINFORCING BARS GRATE AS BEND AT 90' INTO WALLS EXTEND MIN. 24" VERT. T 12" O.C. SPECIFIED FOR AREAS INSIDE OF PVMT: EXTEND 14" O.C. - .24" INTO PAVEMENT TOP AND BOTTOM BARS 0 z w NONE z Z) coNN n ^ Lu z j .1 > aaa o� C7 QFwwo,rn Z L1J xZ)I-r-r� I- to o, Z Z awa _Z Q m~�" -1 O ,� ,• 0 #4 REINFORCING BARS AT 0 II „ 8 O.C. ` cn t s:. i `1``1 . •: 1 p #4 REINFORCING BARS AT 18" D.C. o _ ;1•�1 • � J in E #4 REINFORCING BARS AT o 0 .�' z } 13" O.C. �I:.� oo °�.:�: ww w 00 o z -' OUTFALL PIPE ,n o I \ O H O �z 1 0 N \ � SCALE: N.T.S. ENTERING PIPE �' DRAWN BY: JNP (IF APPLICABLE) - APPROVED BY: AAP - - - - - - - .: •....:.: _ DATE: 12/14/04 •�::: :• _, FILE: • #4 REINFORCING BARS AT #4 "REEI CFORCING BARS AT E w 1' A UA CE SHEET NOTES: VARIES PER PLA DEC 2 2pQ . 0% 1.'CONCRETE TO BE 4000 PSI - 28 DAY STRENGTH PORTLAND CEMENT CONCRETE 1P 2. INLET BOX AT DETENTION' .POND OUTFAL: USE 9" THICK SIDEWALLSccRiX of 3 GRATE INLET BOX NOT TO SCALE � I; \ O ' //i ` / lI / / , / \ 11 \ I �/ �n 1 \ 1 1 ` //�' \ u/ �� , /v 11 / / /VERT. SCALE: �� �' y SCALE: 1 = 30 1 3 r z z Lu _ w o Lo z r- 'o 00 � co a a U) ��LLI 4 / / '. iF+•---j'f+'-IT•„r C'�:T,•t i-lbr_•.•.,iL �YT3'•'.1 .-. tya�..-C'j , `/ 1� 7 O W `l Zi �- ly tL / / 1110 �`-� � �..� `:• r . ' � j • � � \ � � STA 4+56.25 EXISTING SANITARY SEWER MANHOLE -TO REMAIN. REMOVE .AND DISPOSE OF OFF -SITE EXISTING 8 CLAY SANITARY SEWER LINE. INSTALL 8 PVC SANITARY �, EAST RO DRIVE `. / ` \ ' - a SEWER LINE ( \ EX TOP MH=305.76 PROP TO-MH=308.0 rj �. �`� /-_ �� '-- __- - L-- ;--- -- ----IX fL IN EAST=299.50 -� _ '/-' ------ -----� 6/ / /O \ �, ` `�. ,'® / :z \ 1 ( ) \\` / \ \ \ \ ® r I _ _ - - .18 PROP FL IN=299.18 3 EX FL IN(SOUTH) 299 / 1 - - - - -�E - - - - - - EX FL OUT=299.11 PROP FL OUT=299.09 p - - - - - E- - - - - - - - - t ¢ \l t t \ 1 i 1 I � `l rr �\ CAUTION: i/ ... _/`^- HIGH VOLTAGE UNDERGROUND , / SE 6 RE -CONNECT EXISTING SANITARY SEWER - L_ I + ( L � / ` ELECTRIC LINE \ \\ ELEC \ 1 ICE. R i SERVICE. RE -WORK DEEP CUT CONNECTION AS NEEDED.• - -� _ / EX SVC FL=295.64 PROP 'SVC FL=269.4D _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I' t� \1 -f G I , W_ r I Ir _ _ _ _ _ _ _I _ I r 1 ! \ .r r -- / STA 7+74.98 EXISTING SANITARY SEWER / \ \ 00 Z ._>--t 1 ` -� ` ,� "•-J ` `` / , STA 0+07.90 CROSS EXISTING GASLINE. ` "' -_�_ - -- -, - - - - �� \ - STA 3+30.30 RE -CONNECT EXISTING -SANITARY SEWER [n ; t � / LA 1 J %- J �. 1 , ( STA 4+89.97 CROSS EXISTING C.O.CS. ELECT PRIMARY _ , EX TOP MH=317.49 \ / \SIX FL IN(WEST)=304.32 / EX FL OUT=304.21 PROP FL OUT=304.21 r I O � � ) �-� / EX GASLINE FL UNKNOWN ASSUMED 5 BURY -�_ EX SS FL=294.31 PROP SS FL=294.35 " `-- SERVICE. RE WORK DEEP CUT CONNECTION AS NEEDED. \� � � II _ \ 1 IX SVC FL-297.20 PROP SVC FL=297.90 \ \I 1 / i CONDUIT 2-4 PVC \ w i IX -FL -EC 300.64-301.64 I - - - _ v .... \.. \ \ u V 0 IX FL SS=299.36 PROP SS FL=299.36 5+0d 1 �/ �-- I � tS r f00 / SS C� W cn _ STA O+QO BEGIN SANITARY SEWER REPLACEMENT z� SS 3� \ \ �\ O ww EXISTING SANITARY SEWER MANHOLE TO REMAIN EXISTING 8" CLAY SANITARY SEWER LINE TO BE REMOVED " AND DISPOSED OF OFF -SITE. INSTALL 8 PVC SANITARY � SEWER LINE. y�A 2+73.07 , , ' \ -' CENTER \ \ � \ SANITARY 3 � `---__REQUIREMENTS. 1 \ S CROSS IXISTING WATERLINE. U' STA - II 1 EX 1 JOINT OF 8 PVC, SDR 26, ASTM D2241 �\ ` .�G� P ` SEWER LINE. CEMENT STABILIZE PER TCEQ \ � '' II, oc \ JG ` � Q �� �� � Q \ 3+94.62 CROSS EXISTING 2-48 RCP STORM SEWER. ST fL=301 O \ SS fL=298.17 PROP SS FL=298.46 \ �j \ \ \ \ � > p \\ \ \ p I t` � \ t t -6- �00 C , "' LINE DE P� / � OSS G 0 ED GAS LINE. 1(V � UNKNO N. t Z ►� �j t"" 1 IX TOP MH=312.61 PROP TOP MH=312.61 IX FL IN=294.31 PROP FL IN=294.26 EX FL OUT=293.96 PROP FL OUT=293.96 SEX WL FI=302.40 ` 's/v EX SS FL=296.38 PROP SS FL=297.18 3 r a\ \ 3n \ ' \ C 1 I \ �� \ v� , ; /r �- STA 0+18.51 EXISTING SANITARY SEWER MANHOLE -TO w \, . 10 STA 2 ;92:82 REMOVE AND DISPOSE OF OFF -SITE `3G��' \ \a CIO. \ f DISPOSE OF OFF EXISTING 8 - ---"-\ �I "EXISTING -SANITARY -SEWER MANHOLE. REMOVE AND � \� o t t .GAS , EX SS FL=301.43 j j 1 (PROP SS=301.43 ' c+ -' \;; \ m I r t O F-4 (� \ \ CAUTION: - HIGH PRESSURE GAS LINE \ REMAIN. REMOVE AND -SITE ; � ' \� CLAY SANITARY SEWER LINE. INSTALL 8" PVC SANITARY \ DISPOSE OF OFF -SITE EXISTING -8" CLAY SANITARY / %<; \ ` " r�_ \ SEWER LINE. \ \ , `�3p Gs 6' SEWER LINE. RECONNECT 8 SERVICE LINE &SERVICE - DROP INTO MANHOLE & RE -WORK INVERT CHANNEL TO ~�\ �� 1 EX TOP MH = 305.87 ., EX FL IN = 296.60 PROP FL=297.41 \; �\ �----`.� �\ \ �: ;� ` ..� � i ,, ,� FLOW TO PROPOSED MANHOLE LOCATION IX TOP MH=312.10 PROP TOP MH=312.10 -EX FL IN-294.20 PROP FL 1N 294.50 IX FL OUT 294.30 PROP FL OUT 294.40 ----�_, `- 1.� �\ CT EX FL OUT = 296.55 ,315 \ `. �\ t t ;. ' T I J I t t I � w Q O EX SVC FL IN-307.00 SEX SVC FL DROP IN=295.10 �`\ �/ �_ \ \ 1 I�r�\ \. l III ��. t I � i O U -----------� _____--- �, � � II' �'�- t 1; t • �f 1 G E - *w N o w W cn z z f H % 1 6 `' STA 0+07.90 CROSS D(ISTING EX GASLINE FL UNKNOVj�N IX SS FL=294.31 PROP GASLINE. ASSUMED 5' BURY SS FL=294.35 REMAIN. REMOVE ANDI DISPOSE OF OFF -SITE EXISTING 8" LkY-SANITARY-SEWER-UNE-INSTAL --8"-PVC-S FI SEWER LINE. RECONNECT 8" SERVICE LINE & SERVICE 1�CE W w t� 00 N (n w Z N STA 4+56.25 ISTING SANITARY SEWER HOLE TO w _ EX�ST�JJ� $ o z » t 't o -. \ 316 OF 0 - RO�INTD-MANHO RE-_WORKJNVERT_C NEL_T FLOW TO PROPOSED NHOLE LOCATION ¢ r` N -" N e E z o °: rn oo �2EMAI�1_gF.�OyF-ANDD1SPpS CLAY SANITARY SEWER LINE EWER LINE. INSTALL 8" C SANITARY U o u 314 IX TOP MH=312.10 PROP TO MH=312.10 --IX-FL-IN=254:2o -FL 3 - -- F- u 11 -�- N N(EAST) o r oz v 76°� --�� -' �- 314 - PROP IN=294:5 EX FL OUT=294.30 EX_SVC_ J _-.IN;�3cn IX SVC FL DROP IN-295.10 PROP FL OUT=294.40 c� z w a a w �o z N - Z,; � -r: �1 0 EX fL EX=FL--IN(SO6iI EX FL OUT=299.11 � 299.5�-CROP-'i4-i�fH=l-30 )=299:1S--PROP--FL "IN--2 PROP FL OUT=299.09 9.�18 w Z� o= o a 312 - -- - -I 61t.z No °- o � z 5 am 0 a _ o I 312 4��....��,� OF .TF�q�tt � 3 rn N o -00 �� 310 • B......... LI N... 308 --- --- - �(� - - - - I f --- ----- - - PROP $ 0 ED ROAD PROFlLF _ �p LOU z -1.007. R r + li G' a±� J v� Q�� x3 to ,ors w-t24705 D: J ¢ 0) M�1 �X, 1 ' GpA P oQ 5EG F�� I �-- 308 .s / ouNo }. to X al 1lil G vow ` 306 , - - - --�-- N - 306 304 U a va304 s- �- t - i- 302 Z U S u►� to 1 DLA S 300 `: 1 --� �`_ ` �" "' 300 00 o -1-- NEW 8A PVC, SDR-26, ASTM D3034 INSTALLED @ REVISED SLOPE: 1.05% c� > 1-22a 'q. ----N-- 298 � cn ( ! .Or-� ,. _ �;;:. - _ - ,., . ,. l 7 uNOP I -r - �Ln EX LAY NE, EXISTING 8 C SANITARY SEWER TO BE RE -MOVED. REPLLACE WITH 8 PVC, SDR-26, ASTM D3034, MAINTAIN EXISTING SLOPE AND FLOWLINES STATIONS 4+56.25 THROUGH 7+74.98 298 w �s O �? ..,..: - :� I vi �, i � 296 I ( ,: 0 a 296 o 0.7 5%E_SLOPE: 869� 294 -- --- cTING`e , E z 294 N In . Q---1 , W v T 5 0 ' � � 10 SCALE: 1 " = 30' 2+9 .8 0 IXISTING SANITARY SEWER DISPOSE OF OFFS D SPOSE 0 OFF -SITE D Y 0 z ^� v M a cc I I Q�0 P � �'..e �' ��„z w t� 11 N MY`M DRAWN BY: AAP MANHOLE. REMOVE EXISTING 8" CLAY SANIT APPROVED BY: SMK DATE: 11 18 05 / / 292 STA.-D+.DO-BEGIN_SANCrARY-SEWER-REPIACEM - SEWER LINE. f�ftiP-MH 9&608 DC FL.IN = 29 �6`0LJI5 PROP FL=297.41 o W Z {' I{ I . . °�' m n � I-�5 ^ o Z�- o� 292 EXISTING SANITARY S ER MANHOLE TO REMAI FILE: SS-RWEST _ EXISTING 8" CLAY SANITARY AND DISPOSED OF OFF SEWER LINE. SEWER LINE TO BV -SITE. INSTALL 8 PVC REMOVED SANITARY EX EL 0 + I a 290 290 -EXTOP-MH=31�^.61 EX FL .IN 294.31 PROP-TOP-MH=31�'�.61 PROP FL IN=29426 w SHEET EX FL OUT=293.96 PROP FL OUT=293.96 0+00 1-+00 2+00 3+00 4+00 5+00 6+00 7+00 OF 2 F- V) U 0.. 0 lf`) 0i L0 0 0 0i 0i cu .1� F- z ¢ N L3 z0-1 w LJ z L7 z W 0 _In 0) u 0 Q_ L 0) I N -F' 5 d. 0) 3 0. O 0 J 0) L d N I 0 u _c J I _E A In L 0, / cu Ir In u 0, 0 L n' d J STD. CAST IRON MANHOLE COVER AND FRAME (24" DIA.) OR EQUAL STD. 45' WYE MIN. VARIES 2000 PSI CONC. •a STD. 45' WYE S �•= .' . VARIES 3" VARIES a 4 3" 45' BEND VARIES O 7. 90' BEND •6• 45' BEND 8" THICK #4 BARS, 12" O.C.E.W. DENOTES DUCTILE IRON PIPE & FITTINGS STANDARD DROP MANHOLE NOT TO SCALE VULCAN FOUNDARY V-2342 WATERTIGHT M.H. RING & COVER OR VULCAN FOUNDARY V-1342 REGULAR RING & COVER (CITY OF BRYAN) OR EQUAL APPROVED BY ENGINEER SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IS THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D689 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF 'OPTIMUM UNDER NON-STRUCTURAL AREAS (I.E. YARDS, PASTURES. EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D689 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% UNDER FUTURE STREET AREAS. GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OR DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED .BY .STANDARD LABORATORY .METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT..................................................45 MAXIMUM PLASTICITY INDEX..........................................15 MAXIMUM PERCENT PASSING NO. 200 SIEVE................35 MINIMUM PERCENT PASSING 3/4" SIEVE ........................100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENT STABILfZED SAND, 1-h SACK/CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. PLACE METAL DETECTOR TAPE AT 12"-18" DEPTH OA SELECT MATERIAL © (MANUALLY CONSOLIDATE '.' AT OPTIMUM MOISTURE) PIPE` �� UNDISTURBED SOIL O.v-.6" MIN./12" MAX. NOTES: 1. FOR BEDDING AND TRECHING .WITHIN EXISTING STREET/STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE ACCORDANCE TO ANSI/AWWA C150/A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF WAY, SHALL BE CONTROLLED BY THE CONTRACTORS. 6. ALL TRENCHES SHALL .BE BACKFILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. 7. TWENTY-FOUR (24) HOUR NOTIFICATION TO ENGINEERING IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. P.V.C. PIPE EMBEDMENT WATER AND SANITARY SEWER LINE NOT TO SCALE SANITARY SEWER LINE NOTES 1. THE SANITARY SEWER LINE AND APPURTENANCES SHOWN HEREON SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE B/CS UNIFIED WATER AND SEWER TECHNICAL SPECIFICATIONS LATEST REVISION, TO INCLUDE ALL NECESSARY THRUST BLOCKING AND TESTING. 2. ALL PVC SANITARY SEWER LINES SHALL BE SDR 26, ASTM D2241 or ASTM D3034 AS CALLED OUT ON PLANS. 3. SANITARY SEWER LINES SHALL BE TESTED FOR EXFILTRATION AND TV INSPECTED PRIOR TO ACCEPTANCE. ALL MANHOLES SHOULD BE LEAK TESTED EITHER BY THE WATER OR VACUUM METHOD. 4. MANHOLES ARE TO BE WATER TIGHT AND SHALL BE TESTED FOR LEAKAGE BY WATER OR VACUUM. TOPS OF MANHOLES ARE TO BE FLUSH WITH FINISHED GRADES IN PAVED AREAS AND 3"-6" ABOVE FINISHED GRADES IN GRASSED AREAS 5. TRENCH BACKFILL SHALL BE CEMENT STABILIZED SAND COMPACTED TO 98% STANDARD (ASTM D-698) UNDER AREAS TO BE PAVED AND WITHIN 2' OF PAVED AREAS. WHERE DEPTH OF BURY EXCEEDS 6', CEMENT STABILIZED SAND BACKFILL MAY BE USED TO 4' ABOVE THE TOP OF PIPE AND SUITABLE EARTH MATERIAL USED FOR THE REMAINING TRENCH BACKFILL (COMPACT TO 98% STANDARD). ALL OTHER AREAS SHALL BE COMPACTED TO 90% STANDARD (ASTM D-698). TESTS ARE TO BE CONDUCTED EVERY 200' FOR EVERY 12" OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6" LIFTS. 6. ALL SANITARY SEWER FLOWLINES (IN & OUT ARE CALCULATED TO THE CENTER OF THE MANHOLE. CONTRACTOR IS TO ADJUST FLOWLINES TO MATCH THE FACE OF THE MANHOLE.) 7. CONTRACTOR SHALL PROVIDE TRENCH SAFETY PER OSHA STANDARD 29 CFR PART 1926, SUBPART P (SEE TRENCH SAFETY DETAIL SHEET). 8• TCEQ: WHERE A NEW POTABLE WATERLINE CROSS A NEW, PRESSURE RATED WASTEWATER LINE, THE CROSSING SHOULD BE CENTERED BETWEEN JOINTS OF BOTH THE WATERLINE AND WASTEWATER LINE. THE WASTEWATER LINE SHALL BE BEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF 12 INCHES ABOVE AND FOUR INCHES BELOW THE SEWER PIPE. 9. ALL STATIONING IS CENTER LINE STATIONING UNLESS OTHERWISE NOTED VIA STATION LABEL. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A SET OF "RED LINE" CONSTRUCTION PLANS SHOWING THE AS -BUILT CONDITIONS TO KLING ENGINEERING & SURVEYING AT LEAST ONE WEEK PRIOR TO JOB CLOSEOUT. AS -BUILT DRAWINGS TO INCLUDE ALL PIPING AND OBSTRUCTIONS ENCOUNTERED OR INSTALLED DURING CONSTRUCTION. z c, W N 00 N _Z >_ 00 Lu LU z LU Qacn�� —> WQCID co XZ)~0`O: LZ � cnZo\o� zz awa Q J m I.-u- \ SEE NOTE 1. SEE NOTE 1. y CLASS "A" CONC. 3000 PSI IN 28 DAYS PRECAST REINFORCED 6" CONC. MANHOLE SECT. r:� BACKFILL AROUND ASTM DES. C-478 2'-6" 2'-0" M.H. SHALL BE COMPACTED TO 85% AS PER ASTM 0-RING 4,_O„ VARIES 4 -O D 1557 VARIES ° NOTE: EXCAVATION, BACKFILL, CONCRETE, TEE, WYE AND STOPPER WILL NOT BE PAID FOR 6" PLUG :' 6"MIN.: AS SEPERATE PAY ITEMS, BUT ALL ARE A PART OF "DEEP CUT CONNECTION". NO DEDUCTION MAX 3/4 OF THE WILL BE MADE IN FINAL MEASUREMENT FOR LENGTH OF SEWER LINE FOR 'DEEP CUT CONNECTION" g 3/4 OF THE DIA OF THE DIA OF THE 9.. PIPE PLUG -' PIPE MI w�t DITCH \�%��/� =4_E OF T \ WIDTH \\'/� � • ,'� DEPTH THICK.\_#4 ,`Q.. ,...•• F t D-a' $" #4 BARS, 12" O.C.E.W. BARS, 12" O.C. E.W. 00 * rr * :' ': * \/\ ......... B.J....KLING ..... 12'&UP 12" PRECAST MONOLITHIC � ;� ................................ 24705 NOTE 1. NOTE 2. 6" STOPPER OR 6" STOPPER A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN rFOR INSTALL 90' BEND SHALL BE USED AT EACH M. H. IN NEW OR RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR REFERO 0 PLANCNNECTIO EXISTING STREETS TO ADJUST HEIGHT. CORBEL/CONE SECTION. Iy� STANDARD SANITARY SEWER MANHOLE NOT TO SCALE 11 0.1' DIFF. OR AS SHOWN ON PI A�___� EXPLANATION OF DROP 114 MANHOLES: THE "OUT" & "IN" FLOWLINE FOR THESE PLANS IS TAKEN TO MEAN THE FLOWLINE OF THE PIPE IF EXTEND TO THE MANHOLE CENTERLINE, NOT THE FLOWLINE AT THE MANHOLE WALLS. EXPLANATION OF DROP 11\4 MANHOLE SECTION A A' DEEP CUT CONNECTION NOT TO SCALE NOT TO SCALE w 0 SCALE: N.T.S. DRAWN BY: AAP APPROVED BY: SMK DATE: 1 1 /18/05 FI LE: rw I- A v 0_ 0 m 0 et Ur) 0 0 0i M t\ 0) 3 _a N J ¢ H W A Of LIJ 3 LIJ N I Q LJ I- 3 L7 Z W LJ Z L7 Z LJ O j 4 N Q) U CS 0- L N 01 5- I N +' 3 O- O) 3 a 0 0 J D) L L a I/) 1 1` O U C J I N L A -F' L N Z) / (U cy- U1 _P U 0) 0 L 0_ 0 J / 2 BELL O.D. 1'-O'TYP. CONCRETE ' \ PIPE PLUG CONCRETE CONCRETE \ CROSS CROSS CROSS CONCRETE /iAV ELL CONCRETE TEE CONCRETE -/ TEE USE 2000# CONCRETE THRUST BLOCK FOR WATER MAIN CITY OF BRYAN STANDARD FIRE HYDRANT GATE VALVE W/VALVE BOX WATER LINE 11 FAS REQUIRED & VALVE AS REQUIRED TEE OR TAPPING SLEEVE AS REQUIRED GATE VALVE W/VALVE BOX CITY OF BRYAN STANDARD FIRE HYDRANT FIRE HYDRANT LOCATION REALIGN AS NEEDED PIPE PLUG CONCRETE K__- PIPE PLUG OFFSET �,uauati- CONCRETE WYE ''TYPE 2" CONNECTION ANCHOR 90' BEND "TYPE 1" CONNECTION General Notes: (1) Finely divided earth free of rock, lumps and clods exceeding 6" shall be placed by hand, and compacted around the cast iron pipe to a depth of 12' over the top of the pipe before backfill is begun by any mechanical equipment. 2 All concrete blocking shall be 2000 lb. 3 All thrust blocking shall provide a minimum of 2 square feet of bearing area of concrete on undisturbed soil, or as directed by the engineer. (4) Water mains will not be fully pressurized until concrete has reached 7 day strength. (5) All pipe will be laid so as the entire barrel will have full bearing on the fine graded trench bottom. Bell holes shall be cut for each bell and fire hydrant. (6) All gate valves to be "0" ring type, with non -rising stems; with M. J. ends includin all glands, bolts and gaskets; and to open counter -clockwise (eft). 7 All fittings shall be mechanical joints unless otherwise directed. 8 The bid price for the fire hydrant shall include furnishing the hydrant, gate valve with box, connecting pipe to the water main and tee connection, including blocking, gravel packing, jointing and joint materials and shall include all excavation and backfilling as well as the furnishing of all necessary equipment, labor, materials, power tools and' transportation. Fire Hydrant Specifications (1) Hydrants shall be Darling No. B-84-B, constructed in accordance with AWWA and Fire Underwriters specifications with depth of bury as specified. (2) Hydrants shall be National Standard three-way with valve opening of five and one-fourth inches in diameter. Hydrants shall have two (2) two and one-half inch hose nozzles and one (1) four and one-half inch steamer nozzle. All threading of nozzles, operating nuts sizes and cap nuts shall be National Standard. (3) Hydrants shall be the dry barrel type and shall open left counter -clockwise. They shall have a mechanical joint end inlet shoe and be furnished with set screw retainer glands for six inch cast iron pipe with an outside diameter of six and nine -tenths inches to six and ninety-two one hundredths inches. (4) Hydrants must be constructed so that a brass seat ring will screw into a brass or bronze fitting in the shoe for easy removal. (5) Hydrants shall be factory red in color above ground and be of the break -a -way type. VALVE BOX. (CLOW NATIONAL F-2450, OR EQUAL, WITH NO. 6 BASE AND COVER NO. F-2490, OR EQUAL) 2" SQUARE AWWA NUT EXTENSION. TERMINATE FINISHED GRADE? 6" FROM TOP OF BOX. A A 1 AS CONCRETE �\ \ \ \ TEE OR TAPPING77 MECHANICAL JOINTS SLEEVE & VALVE WITH SET SCREW AS REQUIRED RETAINER GLANDS FIRE HYDRANT /- 6' STD. / GATE VALVE WITH SS BOLTS 6' C.I. OR D.I. PIPE �- STANDARD CITY OF BRYAN FIRE HYDRANT (NATIONAL STANDARD THREE-WAY HYDRANT DARLING NO. B-84-B) 24":2" N CROSS MECHANICAL JOINT INLET WITH SET SCREW RETAINER GLAND FOR BONDING. - GRAVEL (LOCK AS DIRECTED 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. ALL STREET CR❑SSINGS SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND OR STABILIZED SUBGRADE AS DIRECTED (95% MODIFIED ASTM D1557). 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINES IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 4. MARK EACH SERVICE END WITH METAL ' T' POST PAINTED BLUE, 5. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL C❑NNECTIONS TO BE COMPRESSION TYPE (FLARE FITTINGS ARE ACCEPTABLE). WATER SERVICE SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IS THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D689 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS (I.E. YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D689 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% UNDER FUTURE STREET AREAS. GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OR DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING NOT TO SCALE REQUIREMENTS: MAXIMUM LIQUID LIMIT..................................................45 MAXIMUM PLASTICITY INDEX..........................................15 MAXIMUM PERCENT PASSING NO. 200 SIEVE................35 MINIMUM PERCENT- PASSING -Y4" SIEVE ........................100 THE MATERIAL SHALL BE FREE -FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENT STABILIZED SAND, 1 Yz SACK/CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. PLACE METAL DETECTOR TAPE AT 12"-18" DEPTH 0 SELECT MATERIAL © (MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE) 4„ `'PIPE UNDISTURBED SOIL O.D. 6" MIN./12" MAX. NOTES: 1. FOR BEDDING AND TRECHING WITHIN EXISTING STREET/STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL -BE ACCORDANCE TO ANSI/AWWA C150/A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF WAY, SHALL BE CONTROLLED BY THE CONTRACTORS. 6. ALL TRENCHES SHALL BE BACKFILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. 7. TWENTY-FOUR (24) HOUR NOTIFICATION TO ENGINEERING IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. P.V.C. PIPE EMBEDMENT WATER AND SANITARY SEWER LINE 2000 LB. CONCRETE 24" X 24' X 6' WTIH 6" x 6" WIRE MESH AROUND ALL OD VALVE BOX. ,Q VIEWA -A NOT TO SCALE -F- ROCKWELL (SMITH BLAIR) DOUBLE STRAP -SERVICE .SADDLE NO. 313 OR BAKER SERIES NO. 183-D FORD STOP NO. H-1500 OR HAYES NO. 5200 2' M I N . 4' PVC SLEEVE FORD BALL VALVE - PAD (AS SPECIFIED IN PLANS) WING NO BII-333W OR J❑-19COW W/PLUG 4' MIN. \,- TYPE K COPPER TUBING (SINGLE SERVICE) WATER LINE I I (SIZE AS SPECIFIED IN PLANS)- a •� (SEE NOTE 1) WATER CROSSING NOTE, ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION 2" GALV. ELL 2" x 6" GALV. NIPPLE �- REMOVE AND DISCARD I! AFTER USE BROOKS UNDERGROUND I ENCLOSURE (FOR 2" PIPE) (�2" SCH. 40 GALV. PIPE MODEL 1220 OR APPROVED.EQUAL (IJt2" TER BLOW -OFF L 2" MALE QUICK EXIST. GRADENECTION & CAP ASS BALL VALVE SS THREAD PIPE NE SIZE X 2" MJ TAP PLUG i- WATER MAIN 2" BRASS ELL CONCRETE BLOCKING (SEE THRUST BLOCKING DETAIL) 2" X 6" BRASS NIPPLE BLOWO'EF• 'VALUE NOT TO SCALE NOT TO SCALE Box Complete Extension, Top Section, w/Ud Bottom Pieces Item In Inches Wt. Length wt. Length Wt. Per Pkg. 461-S 19-22 60 10 35 15 25 ... 462-S 27-32 70 10 35 24 35 562-S 27-37 80 16 45 24 35 20 O O 563-S 33-43 85 16 45 30 40 20 DoOo� 564-S 39-50 90 16 45 36 45 20 WATER 662-S 36-52 105 26 65 30 40 20 O� 664-S 39-60 110 26 65 36 45 20 666-S 51-71 135 26 65 "48 70 20 7-5/16' 668-S 62-82 145 26 65 "60 80 20 7-1 /4' •Tyler may ship loose pieces if May be fumished in two pieces screwed packaging dslays your order together to make the length required 2" -3/4 *** 1 _ 5 „ LIDS ARE MARKED 2" 5-3/4 "WATER" OR "GAS" 1 4„ 5 Unless specified otherwise, 7" "Water" will be shipped O 1-1 5-1/4 LOCK LID 5-1/4 DROP LID I I wt *** Variablle Skirt Depths 18 'Skirt wt. 1/2 13 5-3/4" N 2 13 1/4,. 5-1/ I O I _ 5-3 4 7-5/8" 1-1 7-3/8" I I .I 1- 2 6-3/8" I m . DO 2-3/8" 2" LJ > 7'a J 8-1/8' m 1-1 2" o N I M I EXTENSIONS 6-3/ ' Height Item Increase wt. 60 EXTENSION 7-3 16' 59 18 30 Height Item Increase Wt. 60 24 35 These extensions also fit Series Accommodates 4" Through 12" Valves 6860 three-piece valve boxes 5-1/4 Inch Shafts, Screw -Type 6850 Series CAST IRON VALVE BOX -NOT TO ,SCALE FORD NO C94-44 TYPE 'K' COPPER TUBING NOT TO SCALE VALVE BOX. (CLOW NATIONAL F-2450, OR EQUAL, WITH NO. 6 BASE AND COVER NO. F-2490, OR EQUAL.) 2" SQUARE AWWA NUT EXTENSION. TERMINATE 6" FROM TOP OF BOX. �..• ........6„ STD. GATE VALVE MECHANICAL JOINTS WITH SET SCREW RETAINER GLANDS GATE VALVE AND BOX MAIN LINE C� z (D ui C5 N SANITARY SEWER LINE NOTES Iz• z z ° o LJ }, LU I I 1. THE SANITARY SEWER LINE AND APPURTENANCES SHOWN HEREON SHALL BE CONSTRUCTED IN z U Q Q C/) CONFORMANCE WITH THE B/CS UNIFIED WATER AND SEWER TECHNICAL SPECIFICATIONS - > LU Q 'LATEST REVISION, TO INCLUDE ALL 'NECESSARY THRUST BLOCKING AND TESTING., C7 IY Q 1.-X - ,- z Z) X=)F_r-r� 2. ALL PVC SANITARY SEWER LINES SHALL BE SDR 26, ASTM D2241 or ASTM D3034 AS CALLED LL1 0 H U) Z 01 0% OUT ON' PLANS. 3 SANITARY ACCEPTANCEEwARLLINES MA HOLESLBE SHOULDSTED FOR BE LEAK TESTED EI�HERNBYTTHE WATERSD PRIOR TO OR VACUUM Z Q m I-U_ METHOD. 4. MANHOLES ARE TO BE WATER TIGHT AND SHALL BE TESTED FOR LEAKAGE BY WATER OR VACUUM. TOPS OF MANHOLES ARE TO BE FLUSH WITH FINISHED GRADES IN PAVED AREAS AND 9" ABOVE FINISHED GRADES IN GRASSED AREAS 5. TRENCH BACKFILL SHALL BE CEMENT STABILIZED SAND COMPACTED TO 98% STANDARD (ASTM D-698) UNDER AREAS TO BE PAVED, ALL OTHER AREAS SHALL BE COMPACTED TO 90% STANDARD (ASTM D-698). TESTS ARE TO BE CONDUCTED EVERY 200' FOR EVERY 12" OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6" LIFTS. 6• ALL SANITARY SEWER FLOWLINES (IN &OUT ARE CALCULATED TO THE CENTER OF THE � � � '�ti MANHOLE. CONTRACTOR IS TO ADJUST FLOWLINES TO MATCH THE FACE OF THE MANHOLE.) z 7. CONTRACTOR SHALL PROVIDE TRENCH SAFETY PER OSHA STANDARD 29 CFR PART 1926, SUBPART P (SEE TRENCH SAFETY DETAIL SHEET). S. ALL SANITARY SEWER SERVICE LINES SHALL BE 6" PVC PIPE. CAP AND MARK END SURFACE W/4" PVC PIPE PAINTED GREEN EXTENDING 4' ABOVE GROUND. 9. TCEQ: WHERE A NEW POTABLE WATERLINE CROSS A NEW, PRESSURE RATED WASTEWATER LINE, THE CROSSING SHOULD BE CENTERED BETWEEN JOINTS OF BOTH THE WATERLINE AND WASTEWATER LINE. THE WASTEWATER LINE SHALL BE BEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF 12 INCHES ABOVE AND FOUR INCHES BELOW THE SEWER PIPE. 10. ALL STATIONING IS CENTER LINE STATIONING UNLESS OTHERWISE NOTED VIA STATION LABEL. 11. A TWO-WAY CLEANOUT SHALL BE REQUIRED WITHIN FIVE FEET OF THE BUILDING WHERE THE SANITARY SEWER EXITS THE BUILDING, AND AT A MIN. OF 80FT INTERVALS FROM THE BUILDING TO THE MAIN AND AT ALL CHANGES IN DIRECTION. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A SET OF "RED LINE" CONSTRUCTION PLANS SHOWING THE AS -BUILT CONDITIONS TO KLING ENGINEERING & SURVEYING AT LEAST ONE WEEK PRIOR TO JOB CLOSEOUT. AS -BUILT DRAWINGS TO INCLUDE ALL PIPING AND OBSTRUCTIONS ENCOUNTERED OR INSTALLED DURING CONSTRUCTION. 13. SANITARY SEWER CONSTRUCTION METHODS SHALL BE IN ACCORDANCE TO B/CS UNIFED TECHNICAL SPECIFICATIONS. w � WATER LINE NOTES 1 THE WATER LINE AND APPURTENANCES SHOWN HEREON SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TECHNICAL IN THEWHATER AND SEWER SPECIFICATIONS, SPECIFICATIONSLATESTREVISION, TO AI INNED CLUDE ALL BNECESSARY UNIFIED w [� THRUST BLOCKING AND TESTING. U 2. ALL PVC WATER LINES SHALL BE AWWA C-909, DR-14, CLASS 200 0 ALL DUCTILE IRON WATER LINES SHALL BE AWWA C-150, -CLASS 350 3. ALL WATER LINES SHALL HAVE A MINIMUM BURY OF 4 FT. 0 4. MAXIMUM DEFLECTION ANGLES FOR 8" & 12" AWWA C-900, DR-14, CLASS 200, ARE 3' AND 2.1 RESPECTIVELY, PER SEGMENT OF PIPE. DEFLECTION ANGLE IS TO BE ACHIEVED THROUGH OUT THE SEGMENT OF PIPE AND NOT AT THE JOINT. ` I� . 5. CONTRACTOR SHALL TEMPORARILY PLUG THE NEWLY CONSTRUCTED WATERLINE AT THE END ✓ OF EACH WORKING DAY UNTIL CONSTRUCTION IS COMPLETE TO AVOID CONTAMINATION. I--1 w 6. TRENCH BACKFILL SHALL BE CEMENT STABILIZED SAND COMPACTED TO 98% STANDARD Co.) (ASTM% A-698) UNDER ANDARD (ASTM .DREAS TO BE PAVED, LAREASL OTHER SHALL BE COMPACTED . 98). T STSA ED0 TOBE CONDUCT EVERY 0'FORTO EVERY Cn W 90STANDARDw 24" OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6" LIFTS. 7. CONTRACTOR SHALL -PROVIDE TRENCH SAFETY PER OSHA STANDARD 29 CFR PART 1926, O SUBPART P (SEE TRENCH SAFETY DETAIL SHEET). U 8. HYDROSTATIC TESTING -SHALL BE CONDUCTED ON ALL WATER LINES IN CONFORMANCE WITH THE CURRENT B/CS UNIFIED TECHNICAL SPECIFICATIONS. ALL WATER LINES MUST BE DISINFECTED IN ACCORDANCE WITH B/CS UNIFIED TECHNICAL SPECIFICATIONS. CONTRACTOR SHALL BEAR ANY EXPENSE INCURRED BY TESTING/RE-TESTING AND DISINFECTING. 9. ALL VALVE BOXES ARE TO BE FLUSH WITH FINISHED GRADES. 0 10. PLUG AND MARK ENDS AT SURFACE WITH 4" PVC PIPE PAINTED BLUE EXTENDING 4' NOT TO SCALE ABOVE GROUND. 11. N/A 12. WATERLINES SHALL BE INSTALLED NO CLOSER THAN 9 FEET IN ALL DIRECTIONS TO WASTEWATER COLLECTION FACILITIES. WHERE 9 FOOT SEPARATION CANNOT BE ACHIEVED THE FOLLOWING .SHALL APPLY. 13. WHERE A NEW POTABLE WATERLINE PARALLELS A NEW WASTEWATER LINE, THE WASTEWATER LINE SHALL BE CONSTRUCTED OF 150 PSI PRESSURE RATED PIPE. THE NEW POTABLE WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE WASTEWATER AS REDASTEVERTI ALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, TOP OF WALL ELEV: SEE L,ed &10.,te FROM THE LINE, MEASURED GRADING PLAN 14. WHERE A NEW POTABLE WATERLINE CROSSES A NEW, PRESSURE RATED WASTEWATER LINE, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER LINE #5 BARS SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER LINE. THE POTABLE CONTINUOUS 3" CLEAR WATERLINE SHALL BE AT ' �v OF r l� LEAST SIX INCHES ABOVE THE WASTEWATER LINE. WHENEVER POSSIBLE, THE CROSSING ? .••.• SHOULD BE CENTERED BETWEEN THE JOINTS OF THE WASTEWATER LINE. THE WASTEWATER .Tg�P'S1�1 v PIPE SHALL HAVE A -MINIMUM PRESSURE RATING OF 150 PSI. THE WASTEWATER LINE = . SHALL BE EMBEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE / * . rr io .•..•..B.J..•.KLING ..• . #4 BARS ® SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. % 16" O.C. (HOR.) 4 1 /2" CLEAR /.................................! io DS 15. WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE CEMENT STABILIZED SAND SHALL -HAVE A MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND 1 24705 Ij .'':` i A v 6" MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM ° #5 BARS, LENGTH VARIES @ 8" O.C. OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE SEWER PIPE. THE USE OF BROWN COLORING IN CEMENT VARIES BEND 90' & EXTEND 9" INTO TOE PER GRADING PLAN STABILIZED SAND FOR WASTEWATER LINE BEDDING IS RECOMMENDED FOR THE 2" PVC WEEP HOLES, IDENTIFICATION OF WASTEWATER FORCE MAINS DURING FUTURE CONSTRUCTION. SPACED-EVERY'4' WIRE..MESH TO PREVENT v v SOIL INFILTRATION 16. WATERLINE AND MANHOLE SEPARATION. THE SEPARATION DISTANCE FROM A POTABLE WATERLINE TO A MANHOLE SHALL BE A MINIMUM OF NINE FEET. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, T41E -POTABLE WATERLINE SHALL BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEA T �� S 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE #3 BARS, 2' LONG FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. 6' THE ENCASEMENT PIPE SHALL BE CENTERED ON.THE CROSSING AND BOTH ENDS SEALED DOWEL ® 16" O.C. GRADE WITH CEMENT GROUT OR MANUFACTURED SEAL. D, oZ 17. LOCATION OF FIRE HYDRANTS. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE a 2"x6" KEYED JT. FEET VERTICALLY OR HORIZONTALLY OF ANY SANITARY SEWER LINE REGARDLESS OF it CONSTRUCTION. 4 o 18" #4 BARS, 1'-6" LONG 18. ALL STATIONING IS CENTER LINE STATIONING UNLESS OTHERWISE NOTED VIA STATION (j o ®8 O.C. 19. ALLLEVALVES TO BE FURNISHED AND INSTALLED WITH VALVE BOX AND COVER. • D ~7 D •v vLZ v 4 BARS D r 3" CLEAR ° °o t9, (TYP.) 2'-0' 1'-O" #4 BARS, V-6" LONG COMPACTED OR ® 8" O.C. UNDISTURBED SUBGRADE NOTES: 1. MINIMUM BEARING CAPACITY OF SUBGRADE 2000 LB/FT. 2. CONCRETE 'STRENGTH = 4000 PSI. 3. REINFORCING STEEL TO BE GRADE 60 4. SELECT FILL TO BE A CLEAN, GRANULAR MATERIAL WITH PI 12<X<15. COMPACT SELECT FILL TO 98% STD DENSITY (ASTM D-698) AT MOISTURE CONTENT BETWEEN -1 % OF OPTIMUM TO +3% OF OPTIMUM. REINFORCED CONCRETE RETAINING MALL NOT TO SCALE Z Z 0 O O Z U o w w w o V) NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH BRONZE INSECT SCREEN w 0 O SIDES OF COPPER PIPE. W/S.S. HOSE CLAMP 2.PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE- I- Q O n SHALL INCLUDE ALL MATERIALS, AS SHOWN IN O \ DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. V AIR RELEASE VALVE r- 3.SIZE OF LINES AND VALVES MAY BE MODIFIED BY APCO MODEL 50 THE ENGINEER SCALE: N.T.S. HOT -BOX POLY ROX MODEL PHRI WITH DRAWN BY: JNP HEAT OR APPROVED EQUAL APPROVED BY: AAP -," APCO WAFER 4" X 3' X 3' CONCRETE PAD CHECK SERIES 300 DATE: 12/ 14/04 1" IRON PIPE THREAD COMPRESSION FITTING FILE: 1" BRASS ELL (TYP.) AND 1" GATE VALVE 1" TYPE "K" COPPER TUBING SHEET 1" TAPPING SADDLE W/ Eon CORPORATION STOP. AV AIR RELEASE VALVE P, VACUUM CHECK VALVE W'3-02 ..• S -a _�- A 11- --as & , % . . ,_. OF 3 NOT TO SCALE