Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Drawings
— v — I v i • .a-i-Jl w - e ' � llJ V .1 1. .iJ l 1 . I , - - I - - - I . - _ . N /F . . HEATH PHILLIPS INVESTMENTS, LLC INVE . TRACT 19, 29.175 ACRES, a . ZONED R 20 P E _ 11209/184 . 1135.25' . 54Z 14 17 W i \ _ __/ : _____ --_-__ _ -299-_._ ,-- �---_._ -' -_ - -- _- -- -, - .-- - / 1 .� _--- _. - --298 _ - PROPOSED - - -- -I-- - - _ -- - - -299- �` \�._ \ 15 PUE --_•-_ ��_�:t_��_-/_--. \� - - -WATER SERVICE - - 1- -300 �� \�.I-�\� \ 11814/267 SILT FENCE -300- - -- I : --- _ . _ - _- PHAS - . _ �. _ _77 I . -00- - _ : rim a - -299-- - =- ��\ _� - --298- - - •-- ' _, �\ �\.\ -�\ w�J__oo:. ._ \ • �" \� ,_ . _ - ��,m.....�,�"�y,� PHASE 2 ..�- --=.�. � \� . /1; _ \: �._-__ - rw � LIMITS OF _\1 - - - - - _-_ 2L% ----_ \ _ I _ _ ST ) "� DISTURBANCE /.�-:- -.. - - -295- -- - \\ f% ,i -- Y �I� --- ------ ------=-----��y /�i - - 297 --,SILT FENCE., I - /� /. 294 \\\ t}� Z� �� / \ r-- \ -1 � \\ -. _ \ _ -_ 298 •• " ;, c = I I^® ----- -- - ___ \_ 293 ,^ _ - - . -- - - - - � \ \ _ - / - � zss QEu�P I�oaM .. -� '� ( � - \\ \\ SCALE IN FEET 1 \ -- - - ^i \ �> gu0 :� u � . ,, =305.0 / 292 i' ��, - �` ;a U1 - r \ O \ 70 \\ s .�-"�� i.I / tT 291s / .i. . O .r • •, y -•�_ �! \ r. \ - t ,__ "k /ll, fe �_ i��\\l \ _ \ ~\ 290 \ \ 81.82 I\ I M �.---� \. \ _ U PSTER PAD 150 \ ) / �. j r I \ `\ I r WITH ENCLOSURE E ACCESS TO PUMP OUS f' ----- -----.__- �'� \. , I I f � � ` I _. \ \, .-.r. FROM FIR , �- \ \,1 o I \ M��-,I�.I I \ \ \ !a `\ \ / \ _ \q I .oma vt ti 01 o //�I l�,I!_\. M_\ i I11, I e , ALL WEATHER m 1 _ \ I I I I � \ � : .TEMPORARY FIRE I (' I -. � _: \ \ N I I \ \ \ ... \ : 2 Z I ACCESS ROAD fi \ _ I . i� I I I \ I I I \ PRIVATE DRAINAGE EASEMENT i I I I I I �\ ; =.� I N_ i I I f. I a 6 IDE tO I 11972 43 I N C \� ;\ , .4 I r f I I Z 1 i _ M \\ _ / 1� 1 I I I . , �� I( C _z I - 1, I II w \ a I E-- .. HEATH PHILLIPS N l 1 I I I III f \\ - _\, �� I I - I I \ - II I I 'a . \ :� _. r� INVESTMENTS, LLC I - f .N - __I I.. Zoll. y I_.. _ _� - - ,-. - - I _I ..__LEGEND . II I� \ iN� ` I I I r a LOT 1 BLOCK 28 IN TPR TECTION ( "� f L \ \ a Q I i �m _ �\: �. I �I 1 I f 4 . I I 1 I. z \ \ \ -, -q . m m - . 11.49 ACRES I ( v'. I _ I I I i I I I \ \ y I N I I (( SILT FENCE o �� \ c> m I I o 1 > N ZONED PDD /// I {i \ \\ X � a . I rn \ I ONSTRUCTION EXIT 1 111 C i f I N I I ! i I I z►�I, I I N I I{ i I I III I m\ I I I i \y - \ I I I I Im II y- I r1 \. I I N I II II L I �\ \ \ N I _ V) �, I I a \ \ I I I INLET PROTECTION . . YO o 1111 N{ I I \\ \\ _,O�. I I I II I I ILI► II I I I I III L i _ \ I .I 1 ����I\ ! I _ \ I I III Q I m I \ M �,, 1 f fi I N \ ,) IN 1 f o cn CV W „ l I l I I \ o EX TIN \ I e .. ,,_p., , - .-. •: \ - I II . Q I I I. l I I I I I( cP \ •: .. i I ) I Q w Z I I I ( PAVEMENT I ,:. \ I ' ,16 lI 1 O i I :t r ..l, l r- ! a \ � \ i 11 III II I I -W N \ '\ - ) .i \ .. �'\ _ I ETENTION l ( z. I \ - \ EXISTING D i I I II I w I I \\ I � _ I� I_I L i m I :�\ 1 m POND I ! F I N Ir7�- - I ST , .. I I \ {I II NI Z_ - \..... _� I \-0, _x L! I ! 1 rn o I I I\ \ \ I , I SILT FENCE \ ( II w ._.._ \ M z N I \, _ BUILDING .. .. FLOW RIDER- [ � ,I _ It .\\ _ . ., . C I I I o I I F I _ PHASE 1 \- . I. I \ . • : : • .. �- FF = 304.5. \ � , , I N _ ( v \ I SF = 30 699 , I I ! I \ _ r :: SURF TANK I I I I I I \ °� \ \ I I _ ?S ( I ( I I \ � \ FF - 305.00 \ i \ \ I d _ HEIGHT VARIES . -: \\ \ III N I I I :.•. ,.....� . �I I \ I l \ I� I \ 50' MAX .. J �, III { I :�I I 111 I I I I I I I I y \\ , _I I ,... I M ' L I i I ,_ I \ I \ \ PHASE i \\ •�n to _ ... www. ,..,,.:, .. _ ...T „ \ \ � , ( I I I 0D m n -i t, PROPOSED PIER _ I � III I _I I I I r�\ h .3.. \ SEE BUILDING 11 I I I \ �`\ \ \ N F I \ �\. \ :. • .., �- PERMIT FOR \ / If S �-.• DETAILs \ \- HEATH PHILLIPS INVESTMENT , LLC . o .. / \ ro I I m \ r I oo E: \ \ \ TRACT 46, 87.602 ACRES I I N N 2 \ JOS V I M \ \ i III I I I \ _ :.� .: ;' .: I i II I I( I I I I :.- :: \ I \ \ 9627 73 I I \,-\ �\ N, 1 `\ \ / \ I _-__ _- I I \ \ \ i I - Z . •, .. \ ZONED PDD -_ I- -� I , . . \ \ \ II \ \ \ I i I i m \ .,, \ T f=I! I N I LI I \\ II I! .. �� x -:.��. ..:. r I NI I I i \ z \ \ \ �I I i \ \ III I \ a I . ::1. �::.... �\ \. \ �� ry _I ---- { i f I �\ y \ o�\ , A \ - - - i II fiI I a I �, I., I ......:. - \ \\ I i II II I I I I I , .�.�� \� z I � I! h i N I Ili .\, ---, . _ � � \ \ `\ \ � I I ) I I �.\ � � ,y � �. .,,• � \� PRIVATE DRAINAGE % I N I I I _ y t4 \ _ \ { m 3 7 SEMENT % I I I L I I ( I .- �\ \ \\ 11972/43 g I I I I iI \ , �� 1 I I i m { ( \ m m PROPOSED SEWER 1 \ ` --- - - - I I 2$ I I \ \�\ \ I I ( I .. SERVICE PHASE 2 - \ \ \ { I W \ �\ ry� e I N . III III �� �\ \ \� - - I - -- 1I : I I i I \( ..:P:• r C _ .. •,vim - D I I f ( I I I I ( ( ) ( \\ \ 113 6' SI EWALK r . ' \ \� \ - - f 00 I I \ \ EXISTING I \ \ \--_..__: a ryy� 111 II I I I (� \ I ( ( I I m \ p \ 12~ WATERLINE cA T ` F _ \ \ \ - - _ -- `- - - - �� Z . Z • BIK RACK - •� / I I I I I iD I I I \ • v PROPOSED I I 6' SIDEWALK -� \\ \ ti l { I N I I I I I I ;6 m m\ -^ Z m •� i ` \ \ /�� _- �-• -^ y/ ( N I I Ll__` \ ,_max FIRE HYDRANT \ \ n-A.� f1 - 291- I I I l _I I I I I \. y !p ASSEMBLY �' �► \\ , \\ 11 al"! ''/ / I i I J I ,-1 o:4 _ I .. ri _ -� E , \ yz I I _,.I I I 'I /'7 "d �' c� c� czi bo .. \ f� - "r �1 �-- 292- \ -� l o -1 I �\ \ % I f J _ 1 I �x �\ \y 3D �� \ J I l 1� I I PH q \ I II I► III /� ,o, i. _ / % / / \ i rh �, -- -293- - - - - - - / _� \ / / / n n z INLET PROTECTION OC3 ` \ \ / �`� / \ y \ �'' I 3 I I II III _,. - -294 - := ,-- - . I y v I 19 9 PARKING SPACES ---� \-; : %� / \\\ �:_ /� \\ y /9 ISE I I _ _ - /� -� -295- \\ /�%�/ / a I 2 HANDICAP SPACES \� i , L i - -296- - I / aim ti - - 8 -.� 8 \ t II d --11 // . n m p 5 8 IT I ---I_ -296 - - . /' . \\ __ � m r \ / . m cn y I 1 \ �/ ' \ -.. �-- � cn � � INLET PROTECTION � � �. III II I "'-'•� -.._ � ---297 <.- �-- , \ /\ \\ `� \\\ /,?� y / \ \ \� - N 7 9 PARKING SPACES ( ^\ I I'I-Irll 7-� �- 298- _ _ �/ ^/ / / / \ TR CTION I l I ( \ �'- \ I 111 it YYJ _ _ / � CONS U O I - 299 / 1 EXIT a I I � 9 PARKING SPACES I \II EI T- . I { _ �_ __._-- � / �. \ -300- -- - � - ..- � "=c:- -`� . t .->,;-'"�$ r I ACEs _3 nr I it II 1 _. .- m C" E PARKING SP \\ f� _ - _ �/ 7 s P _�, S ST -� -�� !moi\ ST S ST ST _ _ � - \ / � _--._..-- - , - �---u o 1v R uNE \ �'\-�'\.� S �T I ST - S T ST ST ST ST v TEI IIT � �'+ / `/ /` i `r�.. -301 �� <}.: , U �m' / \ �. - ro -i 1. I I it III •,- . l' .. %,%a S- - - - - y- - - - - -INLET PROTECTION -' PROTECTION - - - .--E-ti-fl-�-- -- I ., �-- _ 10 '- s'i0 -tcY`- s -t0 t0 _ \ �-_S_t0 \ INLET \M .I ` a - � Q I %zl_ �' -I-II IIIll ` I , / / r X14 14' 17AE ®.25 - - 1 a - - - - - w-12 -1 12 1.-z = - - w - V-12 W -t2 12 W-12 w-12 w-1271� W_12 w -t2 w-12 w-iz 4 -t2 w-tz W-12 - W-12 ,. ! ._ W T2 W 12 W 12 W 12 W 12 W 12 W 12 W 12 2 , ,. ., �k - -- _ W` �- 0 4.974 , ... ........ Q . _.. ..; _ -. '- J� I i II,111 ..,.- 12 WATERLINE w - - _ 5' PUE- •a, n e 10 SE R NE i 11209 184 ! 11 1 12" WATERLINE . INLET PROTEC110N - - -,ni - I ! n ! INLET PRoTEc11oN DEACON DRIVE WEST , I I! ! , t _:� 85 RIGHT OF WAY yl-i----i--I _ - i Curve Table � REVIEWED 1111 " II s 12 SEWER LINE N i 1 - CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION - I i 3 _ 5.00' 35.36' NO2'45'43"W : Ct 39.27 25.00 090'00 00 2 _ _ - : _ ,. S-12 -.COMPLIANCE . ..- .:.......:.- ..: i le- / i . / OVERHEAD ELECTRICAL LINES t✓ / 4 - AE E JUL 15 201 R - / -� I - 1 / �r�➢,.L.��� � ISI ��N , \/I'll . / T RVICES I I DEVELOP. I . � I I - � 11 MENT E ,, T FILED. �, � I I I � . . I � I � I I � � I I I I I . I � . 1 1 � I I . . � I I I I � . . � I I � 1 . I . � . I � I � PLABARRACKSI � I I �. I � �. .1 I .... � . I I 11 I I . I I . I I, I � I .I I II I I I I I I � . 11 � I I 11.1 � I . � . . � \ICI\I\ MI . AP RECIEATI®N C\NT . � I . � .111, 1. . I . �, I �. I'll I I .11 I I � I �. 1. I I � 1. I I � . � I I � . 11 I I . I I � .\RI � _1. * � . � I I I � I . i .1� I 1.I'llI � �2X4 WIRE MESH �UILDINC y�� _ _ (OPTIONAL) N T I. C' � I � I �FASTENED TOT POS � , 1, I . � OR WOODEN S TAKE � - � I �O I . PHASE. I I I 2. 1 I . . II . � I .I - . I . � I I I I .1 . I I _ tiI . I INOT TO SCALE ' 'p - O q CONTROL FABRIC O , „ SEDIMENT C GRAVEL BAG a U DIVISION FASTENED SECURELY TO . o PROJECT BARRACKS �� S B GRAVEL BAG T I -OST OR WOODEN STAKE SIE ;I T P vARIEs O / - ' pu /� �i 9 METAL T -POST OR WITH OPTIONAL WIRE MESH 6 MIN. DEPTH STONE f -I 1� /'1� �7� X700 (ASTM D448, 3" TO �'� �� / • „ 10 C� _ WOODEN STAKE AS 1-1 5 DIAMETER) OVER TOF / LOT 1, BLOCK ZS GEOTEXTILE FABRIC 5Q cr REQUIRED TO MAINTAIN U / WITH SAME SQUARE �� 11.49 ACRES SPACED 6 APART o : I'' FOOTAGE. o A \ . VOL. 11209, PG. 184 11 n / CRAWFORD BURNETT LEAGUE, A-7. 8 OF FILTER FABRIC TO / U XAS EXTEND INTO ATRENCH / 4 COLLEGE STATION, BRAZOS CO NTY, TE ;I r�2 EXISTING "STREET AND BE ANCHORED WITH T = •MINIMUM 12 SHALL BE FULL COMPACTED BACKFILL _ _ NOTE: E K � ISCALE: 1 "=4Q' JULY 201 4 , WIDTH OF SITE ENTRANC ��, FLow ON OF �- I DtRECTi SEDIMENT -LADEN NOTE. O D VELOFER. SURVEYOR. �, "`� 11 TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER EDI s MIN, y OWNER E �l PRIOR TO DISCHARGE INTO A STORM DRAIN INLET DRESS WITH ADDITIONAL STONE p /fllilil al 4" - RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE O HEATH PHILLIPS INVESTMENT, LLC , KERR SURVEYING '' S NOT DEGRADE DUE TO ATMOSPHERIC AS NEEDED. STONE IS TO BE G _ / � OF CATCH BASIN. GRAVEL BAGS SHALL BE. UV RESISTANT AND MUST O PREVENT c� P P.O. BOX 262 409 N TEXAS AVE MAINTAINED SO AST � F' T 7803 CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL GEOTEXTILE O WELLBORN, TX 77881 BRYAN, X 7 . 4" FROM TRACKING MUD ONTO v' 20~ _ BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. FABRIC 2 ADJACENT PUBLIC STREETS. (979) 229-5906 (979) 268-3195 >, ~ Q I, 4 X4 MIN. TRENCH ZL ALLOW 2.5 TO 5 AT TOE OF * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4 OR LESS GRAVEL. SUBGRADE SLOPE FOR SEDIMENT TO SECTIONA A U, ENGINEER: ALIGN FENCE V INLET PROTECTION . 5CHULTZ ENGINEERING LLC. SILT FENCE ASSEMBLY ACCUMULATE.STORM DRAM CONSTRUCTION EXIT SILT CON I'ROL . s. ALONG SLOPE CONTOURS. N.T.S. N.T.S. PO BOX 11995 , COLLEGE STATION. TX 77842 . (979)764-3900 I . .. � I .1 I � I ___1 � ____ - � - � � ____ I .! - -- � I ain..IL. I ILI LAlp%; I . THE SEAL APPEARING ON THIS ®Ir oe "',0- Iu�t� z- It s . . I . I . I I . , . ,. I�� .b0��. 1-% I � I chI -. DOCUMENT WAS AUTHORIZED BY � -- � I � . . I I I I . 1. . - I,. 10. -.. I . . 1 .1 .1 . I I � .. P g. I � . E 1 1 1 1 11.+� 1 DE�/EN L DOYEN, P.E., 1 LICI=NSE N0. 109835 ��`,� ,. JULY 10, 2014 g . .................... .♦ 2730 Longmire, Suite A I ....DEVEN.L., DOYEN.... College Station, Texas 77845 • 109835• ISSUED FOR CONSTRUCTION � I; TBPE NO. 12327 ft .. < EN EO.,.�'e 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED I JOB NO. DATE k seeteeA 0114, 1 FIRE ACCESS ROAD REVISIONS . DLO 1 7/10 1 FIRM # 12327 MARK REVISION BY DATE KERR DLD DLD JPS 13-275 JULY 2014 SCHULTZ ENGINEERING, LLC SCALE : SHEET OVERALLI\E c EROSIO N VERTICAL 11 i CO1KTTROL PLAN HORIZONTAL SHEET 1 CJ1i. PLOTTING SCALE: 1:111 FILE NAME: 13-275 I i I � � . �� I I � . t.,. I I � I � � ...� I - . 11. 1. I . � I . . - I -----.--" . I � . I . I . I � � � - 1pmmmmvNm111mtv1��".___.____ . __ - mmffinmmm� __ - I $ITE SPECIFIC NOTES: GENERAL NOTES I 9 •r - - j / / r 1. THE OWNER OF THE PROPERTY IS HEATH PHILLIPS INVESTMENT, LLC. THE SUBJECT PROPERTY IS LOT 1, BLOCK 28 OF BARRACKS II 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR V ` -- ' - / VERIFYING THE EXACT I 1, Y, _ �� `� Jr �� `� \ \ �/ ( SUBDIVISION -PHASE 300. PROPERTY IS ZONED PDD ORDINANCE NUMBER: LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF I g"ii _� J \ THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTIO IS d J "' �/ / I 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.8085 ACRES (35,218 SF). REQUIRED. ! �r �'- "-290-_. I ~ �� _ 291-'--•_-_ - l ,.. / r DIG TESS: D / (800) 344-8377 `\ - -- / / / / � \ I 3. REFER TO GRADING PLAN FOR PROPOSED CONTOURS. ATMOS ENERGY: # _ _ r . `979) 774-2506 \ ��, 1''93 292 -_ - \ / / / / 4. THIS SITE DRAINS TO THE EXISTING DETENTION POND. SUDDEN LINK COMMUNICATIONS: 979) 595-2429 / �' `'� _ Y- -'_ _- - - _ �-- - _ -(" \ \ % VERIZON: (979) 821-4770 B t \ 1 - --- -__ 294-�,. -- / / �_ i \ / l I 5. NO LANDSCAPING IS BEING. PROVIDED FOR THIS PHASE. PHASE 1 LANDSCAPING WILL COVER THIS PHASE. 2. IT IS THE RESPONSIBILITY _/ 4j f -' _ 235 , �` __ _ _- -_ / / r BIUTY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT) - I I / 11-7- •"'-_ \' 296`. _ _.-r' \ / / � 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. / / FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION p J �.�` `.." 297 „ _ -- ______ _____ - - -_ --- J /, / j / / i .. OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. f //1. _,./ I ( 7. TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS PHASE. THESE BUILDINGS ARE ACCESSORY TO PHASE 1. ,r f ,rye --- -_ -„`- '298---_- ~.. 1 '-� - ' __ _ - -- / .i / r - I I / !/ ` -,_._ - % / � j- 8. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLO 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING / OD INSURANCE RATE MAPS FOR "--- <99 _; " THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL iz - _ -_ _ � _ _- - - - / / t/t DATEOS COUNTY, TEXAS AND INCORPORATED ARFAS. COMMUNITY NO. 480083, PANEL N0. 305E,MAP N0. 48041C0310F. EFFECTIVE BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OFi1 2' ���""-300•••.~,.. _` '�-::. _ „�"~- _� \/\� f DATE. APRIL 2. 2014. �.1.. / OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON m.. -_ _ ...�,.. .... - .. _ .. .:.,.r. ,. . • ,._......._.-. .....,.,u,. -_s a ,., r.,. ., .., ..r:^. -as._ q .-a-- i .-_. .. ',,.. {• `i . , , ...5 .t ye...r, . _,., ya.f f ... .. , r.v- xa . v r' .... s... .. 'C'h .,.. a ,..'.^'F. a..,.. m ... . < .> .: -A si., ... ... 9..z:,. a .,. ✓.. r` u.,., . � _. ,. fl .. r \ .. r , . -. •' ."7�ti"F'"m" r `�"A �'�'4� / , , r - r. ,r.,•R•G : .. i ., a ., .. ,z _. c _ , - . ... .v .. . n . n ., -'^"-^'i - ..< _ ..,., ._.e.r�T.. , : c. ,� r R ,,, t,, .. r -f H est. z,. y F.,. s. r THE ADJACENT I � _ .. ,. F-.�-�r�~ -� a __ _n ,. s. r _ _ � ,, � ,a _ � : ., ,,... ... f, NT ST'T2E i �, .. 4 , .r .. .. � _. h, -� _ . � � � ., . , t ,r , s � r � ,_ r�-;�--;v-�- u STREETS AS A RES `� . .. -� f s ,., t'x, .. , � � r� ,,_ ,., r. , � r,. , v _ ... 1 ., � ULT OF TH , '4, �t. ._ <. r. .. a i , .... n- .. E . , . .;K n CONSTRUCTION . � � ., . � � � , :. t t a .. . ,+ E STR T10N OF. IS � ,.. , .., .... . f sFt „ , _,t.. t. ,.� ,.. , _ .,, ..,. ,_ _ _, _, .,,, .. LTH �. n, z..z _ °.. _ �. s.i,...._...a� �: s : f ,,.rT, ,t _:1...._.._:, Ides.,,.. .. B,T-.._ t, ts..tt,,..t...., s _.,I€ a.� ,.t.v. r.:. 4;t , ..,.•-, 9. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK F CV ( ® \ \ -� -_ - - -- �.._ �- �/ \ I �\ lI I 0 CURB UNLESS OTHERWISE NOTED. PROJECT.. I p�.,. t' -/ a__ ` �' J / / �M j} 10. ALL PAVEMENT SHALL BE CONCRETE REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. li 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL!] pBA �e \ _ -r _ _ _� f... PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITFS. / f! ! -� S-8 S-8 S-$ S�8- - S-8 9-8 ----- -J=8 =` - S-8 -S-8 S-8 S-8 S=8 S-8 S-$ $-$ 11. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE I ' I RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON E DI 1 / s/ / ---__ .-.� .- _.•�'. ,_.__. --,_ / / I THE DISTURBED I a 6/ '- - - - AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHIN I � _. G AND R �. Ark; 8" SEWER SERVICE V) SEEDING ALL DISTURBED AREAS. q N 12. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO. 1 f 6' P / PH 2 '� 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY �� t :a 13. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER BRYAN TEXAS UTILITIES SPECIFICATIONS AND PER BTU ELECTRICAL DESIGN FOR OF BRYAN COLLEGE STATION STANDARD SPECIFICATIONS A �I' I / E/� / ao % k I BARRACKS 11 RECREATION CENTER PROJECT. I / TE AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE 47I CITY ENGINEER'S OFFICE. *"" �> `� 1 PH SEWER SERVICE /.� I 14. ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO L tv Is 1 / OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OU OK LIKE A STONE, BRICK, OR „" I 71 ,-, � \ �� TLEr STRUCTURE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 C 4 1 __ L . I I MEASURES/� 0T ONCE GRASS IS ESTABLISHED. I- a _ 3� }'I � C-3 LIGHT COMMERCIAL STANDARDS: II FRONT SETBACK: 25 FEET 9. INLET PROTECTION ON TO BE INSTALLED AT ALL PROPOSED AND EXISTING REAR SETBACK: 15 FEET INLETS ADJACENT TO y �� THE PROJECT SITE SIDE SETBACK: 7.5 FEET i , [",_;," cn .,�: ___---- ----- "`- --= STREET SIDE SETBACK: 15 FEET10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. -cif it- ./ . / 16. ALL ROOF ANb GROUND- OU DM NTE MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW ORiISOLATED SO AS NOT TO BEI e 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF / �^" ""� li VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT I Com¢ � LIMITS OF •. • 5 FEET ABOVE GRADE, SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A . SOURCE SHALL NO PROJECT - - - _ - - i' �/J DISTURBANCE to ( UNIFIED APPEARANCE. 0 FIXTURE SHALL DIRECTLY PROJECT LIGHT AN OPAQUE HOUSING AND N HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT A I I // ;--�li PH 2 b _ 17. REFER TO P I I I- `,* / a. ME PLANS AND SPECIFICATIONS ON BUILDING REQUIREMENTS FOR BACKFLOW PREVENTION AND PRESSURE REDUCING THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY C�: /�/ I- I VALVES &PHASE 2 BUILDING CONNECTIONS de INTERNAL PIPING. UNE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE �' VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF 11 , i' - , ♦ �s 18. THE PROPOSED BUILDING IS A MULTI -USE RECREATION FACILITY I USS DANCE WI THE PDD. I I::11 I I / // to WITH E IN COMP OCCUPANCY. I`\ 4 ¢ 19. THIS SITE LIES WITHIN THE WELLBORN -STEEPLECHASE IMPACT FEE AREA. 12. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME CL 1. ( I I �� � _.--, :' ., vs - OWNERS' ASSOCIATION. /""�,(I r., d 0 I 20. ADDITIONAL PARKING WILL BE PROVIDED W/PHASE 3 IN THE FUTURE. III % Z I ( I l FLOW RIDER ,'e' 21. ADDITIONAL LANDSCAPING WILL BE REQUIRED WITH FURTHER DEVELOPMENT OF THIS PORTION OF THE RECREATION CENTER FACILITY. I I t I �`� FF = 304.5' a - (� an PUMP RII "'� t) q FF -305.0' I SF = 50 : � ' • • ss \ ' 2 . I tY \ - F- k 3 / ( / n to f U` 3O \ \ 1I- I i f- / y�L. i t, -._ I . a \ ° �._ . > _ - - _.. Ib - - - 4, .. . f b � � i ,I _ n,r . I I I - n" n I - `- � I I � . ae< n ,`Of E� I, i N i 1 . r - _ ,� ey 1 „ _ ° t- (( 1150' FROM 'idz�" s, i nr FIRE ACCESS ^� '`" 4" 'ccL - r I I ?EMPORARY FIRE ACCESS NOTE: TO PUMP NOUS , -11-€- a+ I I % to a ` "' �_.";7_ .'. f „ ; p°s a 1. FOR THE PUMP ROOM TO RECENE A PERMANENT CO, THE ALL TEMPORARY FIRE �.' N 3 - - Is'Urn''�*ri f� _ v q- fn I I _ ..= �0 _ w I ACCESS ROAD SHALL BE CONVERTED TO A PERMANENT SURFACE OR ANOTHER PERMANENT FIRE I €r I.�-^ 'O - ' a EWALK , b ¢ w ) I LANE APPROVED AND CONSTRUCTED THAT PROVIDES FIRE COVERAGE TO THE STRUCTURE. IF THE i 1 61: 1 N tea.». -�^� - a 0-0 /'�sn a PROi0SED TEMPORARY FIRE LANE BECOMES PERMANENT, THE DUMPSTER PAD AND ENCLOSURE I I / . APP OVED WITH PHASE 1 SHALL BE RELOCATED TO ANOTHER ACCEPTABLE LOCATION / _� a z , I , I u �I N 0)s 11 ,,; z t - I i �... >_w�-_ _1 P Os a ( I I , ....,, _\ / - ° I _ I - b N I�,.,„ t _ - _ » I I 00 t� ( I a {F p(^{} yya \ , :, iy a - '. C !� F; N , �'�'Y§ sriJ... F,, a 9 I » I Z t- I I I , ..1 i1 r � ��.g a f. _ .. , . D b ._ Y I i F +I c .s, ''i.i` ., .� ,.. ` : v -L� 3• .. . . -• - .1? - r . ,� r.;i Db h , , b . a -D - .. - D . P _ Q - I I - - �y - a�,,' �f 1. . c - : • . " II roi�'`7 0 n_D a. / b b a .b ° b �'D . o - - I I i -.a ova M b a b•. .. .. De . : . • ...n b, b 4 m � . . a b .. b. P - ' ' a ° I i JUL 15 2014 �1 P n D r t- `'4 r . _y . k' I a b .. ° b- . e rh b b e . ° D: t, U7 I I i+�2� .k� i 1U r. "„ .. I '; �_� a - - P A. b .b -a• A. ) It °..7 }Y`i [i.-al'ii s`-::`i*�. ° I .. P . : • . . 'r n .. I> . . - b a b i I S Od6.�i�lJ! 7- G • :k - ne I, r P a c r A' I 1., r b , a P - D I I: I I DEVELOP EN , SERVICES ,� ... y� ° - I N I I - p T FILED: I.�_. - N IIL . 11 I .<. M I ro c > a a - ° 7I r P s- _ _-_ _� W a- I I » 1 I G D - t- I a E,_'7 �, N I I 1 UTILITY DEMAND #3 li > I I I I? 20' 8 SEWER I s I M I '• LINE -PH 1 I 3 I N wAT>� PARC w r_� I WAT R DEMAND PER BUILDING I Ill I _ BUILDING I � I I MINIMUM 0 GPM I I r''r ; PHASE 1 s SEWER LINE D cn iI AVE' AGE 25 GPM . \ ' I I '4, . _ SF = 3bsss PH 1 b . F ' ( ) PARKING ANALYSIS { FF 305.00 10.5 I I d t N MA MUM PEAK 100 GPM /�11 J ,J HEIGHT vAR1Es 3 3 1.5 DOMESTIC WATER METER FOR :: II I : I I , `I I ,,LLL \ 5o MAX .� , S� I o PUMP HOUSE PHASE 1 PARKING. 1.5" WATER i ` s ALL-WEATHER . `A ;� SERVICE TO 7 TEMPORARY FIRE �' S� ( ( I A 134 SPACES REQUIRED PUMP HOUSE l SEWER UTILITY NOTE 141 SPACES PROVIDED N �; ACCESS ROAD / . .. S 1 / b e • ST - ST �-- ST T -STM 0 a I I Z �00 w SEWER SERVICE FOR PUMP HOUSE 7 SPACES AVAILABLE I • a D.. a ^�o I I T I I Q� USE) FOR FILTER BACKWASH. FILTER 7 , ,. p. _ cn U BAC WASH IS ESTIMATED TO BE 300 i s I I PHASE 2 PARKING: !_ ` f Y , Y BIKE RACK ° I I GPM FOR 3 MINUTES PER FILTER (3 I . • A l \ . b U I W W t o t- I I I W FILTERS TOTAL . FILTERS WILL NEED J I I W. W E b _ w I 7 SPACES PROVIDED11 -' { N ST - ST - ST - ST �' ---a a. -"• ... u • • I I Q TO BE PERIODICALLY BACKWASHED. �I _ _ _I 11 m b- m- _ _ -0 ° a I I t__ I J a'• a' D v a b„ , S 8 E I z ( C a .' e' a ..b 5' SIDEWALK W GAS - GAS G AS ._ GAS. -:GAS -a c ' a Z I I .. _.. . - . . . - b a . . AS ' :GETS GAS GA S GA. _ GA i W ( I b .. 11 7 I I � / - b a /.i-.+ I I WvN I+ ( t-. - o ,, rn �. �Z W f v } 2 ,-.o w a Z to N Z I I dr � �.�� a Qp ""� I' I s . N�o,� I = (n ^ ( I ( s y � I _I Qi I. rt i i as-. - -�'I 'At ��4f - - 3.: N - -' EXISTING 12" T .. <` _ J N I I I �>> t- to WATERLINE BARRACKS ii � �. � 11 I � � "I, --- � . � I _ !y. _5 1 , I "I'll 1. I . � I � � � I . i , I IV) \• O II ` I' 1. I 1 e C'.. 1 I 15" P.U.E. f i 11814 267 n ( e�� -- -- ----- --- Q t �_ :,.:'w .' ..? e Q v ° b .. 0;\ I I8" SEWER I Q - s RECREATION � _ \ � I BUILDING I I I I '1 a n Do (n l/m - w UNE -PH 1 3 --- - , . ,. � � w1I 1 7 , 1 4�_ 7�2' z 'i I 6 FIRE LIN r `° PH 1 FIRE I / \ I Na CURB OPENING D HYDRANT - _ - o '' r 1S 15 sS'� S 1S - 1S S S 1S 1S 1S 1S ASSEMBLY 27.11' � N I \\ \ 4 I - - _ _9-M- - - - - - - - N w .\ \ \ 12 -- = - - I �' N T t �1 n. - --- ISOLATION VALVE - 3 . \ \ PHASE it I I \ s -12 - .. W-12 W-12 W-12 W-12 W-12 -- IW -12 X12 W-12 W-12 W-12 - w-�2� �J-Tz w 1 I \� I' r I 4 9' PARKING SPACES ` � \ ;I iI --- --- - -, o i`1, 1 % .x f,P,A }t ;.Nrri = 2 9' HANDICAP SPACES - _ % r ! - - - - - - - -- - PH 1 FIRE - _ i p pp /� �/�1 pp \/��y A, % / _� i' ! ' -f L / / / / !` / /`. % I / i HYDRANT d w / - �- �� I \ AF�fACK� 1' SUG7®� Y la�I®I V f 7- �' / ASSEMBLY / !' / / / / i / / / % / ! •^�i { I / / / / / /- - r -- �T -- -r -, - i-' i- _ t- �- - Zt-M Zl-M Zt-Ri Zt-M 1.5" WATER / I / / / , I ; / / l r % / % - / I t / I ; / \ sne ®L1 A �+C r] �. / / EXISTING i l , / / / 15' P.U.E. %' , f y / { /I cn PHASE V�® _ I I METER FOR r DUMPSTER PAD i r i / / / / !! / / I, i % , i' r / / PUMP HOUSE % / / AND ENCLOSURE \ j / / 12" WATERLINE / / i / r'' ; /` / ;11209/184 t' / ' I t` I % , / / % / I, / /I. % ' i/ / I ": i i / t r i f i / t t r I / r \ % r I !. _ LOT 1,oCK 21� I / 1302; / / / / I ! / / % / / t II / /' /� / t / ,11 - 9' PARKING SPACES / % / .. i /�,, I / / / / r 14 - 9' PARKING SPACES / ,r / / / f ,' .// / , j % /` i /J 2 9, I / \ ; i r l( / t 1 r a in.� ACRES Ii / / l / / / I / / / ! / i / , / /` / / / /, HANDICAP SPACES / / / / f r` r / i / /�i i EXISTING ;, I / /- ,r 1 / / / f i / / / t / / / / / / I,- ,I / / / , 1 / i . � I' t/ ,� /I I/ / / / 24' \ I I I / i/ iI /I > I I / ,, r 20 10 0 Ord I /' / r 7 / /. ✓ / / / I r r ! 1 t r i j r r ! I r , I I' t/ I' % / I "71 % / / / I /I / t / I /� f / ; ' � / / / I ! / ll / / j / r/ I 1, / _ I r / / I % / / I ' ' I I // / / ij I / I / / r r 11 11 i/ / f' I� t / / / / /. z/ / Ir !'� t/. / /t / / \ I % / / \ / , ; / 1 / % / / t / _,z - ,/ / '. / / / / , I z I - / . / / 1/ / I / I ' / I I _% 1 I / / / / �_�/ / , / I , / i / , / _ \ \_/- % / / /, 1 / / 3 o /, / I I / i .L / , r / r 3 OL. 1 09 / I I I 12 PG. 184 ! 1 N / I 2" WATERLINE II. / t /, i j / it j' // i i % /' CRAWFORD BURNETT LEAGUE; A-7 / i' t / '\/ / /' i / / /' i / , 1' I ,'i / I COLLEGE STATION, BRAZOS COUNTY, TEXAS /. EXISTING / / , I , to i / I tt j / / \r'\ % ! j i' t / I i II \1/f//// \ % 12" SEWEk UNE f� / i I / ,i / , / / / r -r 4 - \-EXISTING - i / \\, r % f i'` / SCALE: 1 =20 JULY 2014 t/, /` . t1:' \� G / , / /' I/� /' \ r% \ t' / I %' i 12' WATERLINE % / i / / I OWNER/DEVELOPER: SURVEYOR: _ / /t ' r' 303 ! e /' t � 3 / 1 ' / /`, �_, _ I / '� \ / t % / f cn L- \' L i j I' I`` / \ IIt % / I t HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING ` / % I / / / i f I // / f '^ - / / / i / / EXISTING P.O. BOX 262 409 N TEXAS AVE j / / I / 00 / / t ' I / !` \ I 5' P.U.E - t0" SEWER LINE / / I / / f / / f / ! / / WELLBORN, TX 77881 BRYAN, TX 77803 % �. / / N /r / / / ,'' i - /' i / / f I (979)229-5906 979 268-3195 ! i i /'/ r 4-_ - OL -S -OL -S OL -S - OL -S 4-8 r/, i / /' r` t I /' t // / c / t 4 EXISTING % i % i i � l� / / r / 11 ENGINEER: I / N NEER: l % ( i' / r / j I % / / MANHOLE / i /! % Ir / ! i / % /, �/ I� fi // - I \ r/ ! \ SCHULTZ ENGINEERING, LLC. / / /I I SCALE IN FEET I / / I . ! f \ I % � / / ; / / / / !1 /`! / I/ `/ I / i i / / / / % 14 9' PARKING SPACES / / ` / I / ! 10 - 9' PARKING SPACES / , j / / i t' / i / J /'/' /j / t/ !' / !f J / /' /' / / / f / i II / / \ / I r ! 4 EXISTING PARKING SPACES % /' /f / i / /' ; - L__I`'�� -. /.t EXISTING / / rf• I,/ / / / EXISTING j I 10" SEWER UNE b f a . i 3 j ( PO BOX 11995 COLLEGE STATION TX 7842 - 7 ( I ! ! / / /: "71 % /` // / / /� I / / % >/ /r r t/ / ( / ,! f' /r / / /' I / /I /', % � l/ I f i (` f '�'" PAVEMENT / / II J II ( I I 1! 1 ! (979)764-3900 , :/ ,/ _ : L 1 1 FIRE ACCESS ROAD REVISIONS DLD I 7/10/14 MARK REVISION BY DATE THE SEAL APPEARING ON THIS Engg ■fj�j'". DOCUMENT WAS AUTHORIZED BY u' M ee rin,LL DEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A JULY 10, 2014 .1. , College Station, Texas 77845 1 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-275 JULY 2014 1®ray P - OF •r 1 7 ..*. DEVEN.L.DOYEN" . . 109835 . 0111 ,_I__� ,,es,0,j0 v d_11 FIRM # 12327 SCHULTZ ENGINEERING, LLC BARRACKS II RECREATION CENTER PHASE 2 BARRACKS II SUBDIVISION - PH 300 LOT 1 BLOCK 28 - COLLEGE STATION, TX SITE PLAN I . SHEET 2 OF 2 - 1--l.".- ,I � VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-275 SURVEYED KERR THE SEAL APPEARING ON THIS ltz Engineering, DOCUMENT WAS AUTHORIZED BY'. LLC DEVEIV L. DOYEN, P.E.,LICENSE N0. 109835 2730 Longmire, Suite A JULY 8, 2014 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JOB NO. DATE DLD DLD JPS 13-275 JULY 2014 THE SEAL APPEARING ON THIS j� ■ j� ®j �'°r ('� DOCUMENT WAS AUTHORIZED BY '^l E 1 1 1 1 V V 1 1 1LL DEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A JULY 8, 2014 College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUE) FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR DLD DLD JPS 13-275 JULY 2014 SEWER LINES 1 STA. 3+47 TO 7+35 PLAN & .PROFILE 3+00 4+00 SEWER NOTES: Alignment Data: 13-275 SSWR S1 'I. EXISTING GROUND PROFILE SHOWN IS BASED ON SURVEY DATA. " SEWER Number Start Station End Station Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start. Easting End Northing End Easting L6 0+00.00 1+14.39 114.39 N21' 53' 12"E 10194776.04 3559119.76 10194882.18 3559162.40 L8 0+00.00 1+14.39 114.39 N21' 53' 12"E 10194776.04 3559119.76 10194882.18 3559162.40 L9 1+14.39 3+47.64 233.25 N47 14' 17"E 10194882.18 3559162.40 10195054.87 3559319.20 L10 3+47.64 6+83.14 335.50 N47 45' 43"W 10195054.87 3559319.20 10195280.40 1 3559070.81 L11 6+83.14 7+34.48 1 51.35 S42' 14' 17"W 10195280.40 3559070.81 1 10195242.39 3559036.29 THE SEAL APPEARING ON THIS j� ■ j� ®j �'°r ('� DOCUMENT WAS AUTHORIZED BY '^l E 1 1 1 1 V V 1 1 1LL DEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A JULY 8, 2014 College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUE) FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR DLD DLD JPS 13-275 JULY 2014 SEWER LINES 1 STA. 3+47 TO 7+35 PLAN & .PROFILE 3+00 4+00 SEWER NOTES: 6+00 7+00 7+50 'I. EXISTING GROUND PROFILE SHOWN IS BASED ON SURVEY DATA. " SEWER LIME S1 2. REFER TO THE SANITARY SEWER DETAILS SHEET FOR EMBEDMENT AND BACKFILL DETAILS. _ 3. . FINISHED GRADE OF MANHOLE COVERS IN THE PAVEMENT OR SIDEWALK SHALL MATCH THE GRADE OF THE PAVEMENT A EMENT OR SIDEWALK SURFACE, 4.. SEWER LINE- - PIPE MATERIAL PVC, SDR -26, ASTM D 3034 WITH GASKETS OR- - ASTM D 2241 SDR 26 CLASS 150" WHERE REQUIRED 0 RED DUE TO WATERLINE CROSSING. q - 3 1 2 - - : .� i , . .. - _ _ .. .... 5. SEWER SERVICE LINE PIPE MATERIAL TO BESDR-26, - ASTM D 3034, PVC wma r_ec�rere .. - THE SEAL APPEARING ON THIS j� ■ j� ®j �'°r ('� DOCUMENT WAS AUTHORIZED BY '^l E 1 1 1 1 V V 1 1 1LL DEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A JULY 8, 2014 College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUE) FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR DLD DLD JPS 13-275 JULY 2014 SEWER LINES 1 STA. 3+47 TO 7+35 PLAN & .PROFILE 3+00 4+00 5+00 6+00 7+00 7+50 it 8 SEWER LIME S1 IN THE SEAL APPEARING ON THIS j� ■ j� ®j �'°r ('� DOCUMENT WAS AUTHORIZED BY '^l E 1 1 1 1 V V 1 1 1LL DEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A JULY 8, 2014 College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUE) FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR DLD DLD JPS 13-275 JULY 2014 SEWER LINES 1 STA. 3+47 TO 7+35 PLAN & .PROFILE NOTE: GENERAL NOTES: 1>--'� 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK LUMPS • Ip ., ,. ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY H' N AND CLODS 6. ALL FITTING SHALL E MECHANICL JOINTS UNLESS _: � • . 24 X 24 X 6 HAND, AND OTHERWISE DIRECTED. 28 -DAY CONCRETE . IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF o FINISHED GRADE. 12" OVER THE HYDRANTS STRENGTH = 2000 psi E TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. RA TS SHALL BE LOCATED NO CLOSER THAN 24" X 24" X 6" I BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE 28 -DAY CONCRETE D D WITH #4 BAR AROUND 2. ALL VALVE OPERATING NUT FAC - E OF THE STEAMER ON THE FIRE HYDRANT. ( STRENGTH = 2000 psi •I. ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 2 D D .� _ _ I• _ $ AY CONCRETE b WITH #4 BAR AROUND OF STEEL, SIZED AS NOTED,. STRENGTH = 2000psi. 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THENQALL VALVE BOX. , AND PAINTED WITH TWO (2) ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT ' � ='I, COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. L- ' TRAFFIC RATED COPPERHEAD 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON SNAKEPIT TEST STATION O 3, EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER R OF ONE (1) FOOT LONG. NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL APPROVED EQUAL 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. ' VISI V A -A 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL VIE - WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED . WA A - USA, LL562 LOCKABLE LID. TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR STANDARD FIRE HYDRAN EACH BELL AND FIRE HYDRANT. GATE VALVE _ W/VALVE BOX WATER LINE TRAFFIC RATED COPPERHEAD STANDARD FIRE YD S REQUIRED + SNAKEPIT TEST STATION OR HYDRANT VALVE BOX PER SPECS WITH BOX APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. STEAMER NOZZLE CHAINS 1' MIN. TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE I 11 I 11 / EXTENSION WITH CITY'S ACCEPTANCE OF AS REQUIRED I - , COLLAR. A� TA WORK. EAS >•: REQUIRED I . >:... TERMINATE 6" M NATE 4' TO 5' T A FROM TOP OF B FINISHED GRADE OX. 6" I . - - BURY LINE AS EQ 0 ARIE ANCHOR 900 BEND 2"SQUARE AWWA NUT I .' EXTENSION WITH GATE VALVE w CENTERING COLLAR. ( WNALVE BOX 2 : 0 6" STD. =TERMINATE 4 TO 5 GATE VALE STANDARD FIRE HYDRANT FROM M TOP OF BOX. � WITH 5S OLS ¢ gTD GATE VALVE i . (SEE NOT 8) 6" D.I. OR C909 PIPE + a AWWA C900 W/S`fAiNLESS a 6" MJ ANCHOR PRESSURE PIPE STEEL BOLTS COUPLING O- : x CON RETE ! O 14 a. INSULATED BLOCKING PEA GRAVEL -FILL COPPER TRACER PVC OR D.I. PIPE TO 1 FT. ABOVE WIRE. .. WEEP HOLE , : / FIRE HYDRANT DR LOCATION T BL O •� THRUSTBLOCK REALIGN AS NEEDED TEE OR TAPPING SLEEVE & VALVE BLOCK USING 12"x12"x4" BLOCK A5 DIRECTED. MECHANICAL JOINTS 1 AS REQUIRED PRECAST CONCRETE MIN. DIMENSION AP WITH SET SCREW M N PROX. BLOCK EQUAL TO ONE BAG OF RETAINER GLANDS SACKRETE OR MEGA LUGS " „ 6 X12 GRADELOK W/M.J. SPLIT GLANDS . BLOCK AS 1 DIRECTED ROTATE TO FINAL GRADE T S ANDAR ( D FIRE ATE V OPTIONAI, G ALVE &B X O W1-00 - HYDRANT T ASSEMBLY WI- 2 0 2" SQUARE x 2" HIGH TRAFFIC RATED as REFER TO TECHNICAL SECTION OPERATING NUTCOPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPITTEST ST INSTALLATION T N STATION OR RAFFIC RATED COPPERHEAD APPROVED EQUALSNAKEPIT TEST STATION OR APPROVED EQUAL GROUND LEVEL 4 s r,. ,,,.,,,, . ,, x 90° _ 24"x24 x6' ,.. <~ 24" ' CONCRETE PAD . VALVE OPERATING NUT MAX. METAL (STD.) ,EXTENSION �4j I . /DETECTOR TAPE -,, /. 5" DIA x 1/B"MIN METAL DETECTOR TAPE THICKNESS STEEL . PLATE w/ 90° CUT-OUT ,- . 48" MIN. 1" DIA STEEL ROD TRACING WIRE 14 a SOLID TRACER WIRE SHALL END S U R Q A E SOCKET .j . . g COPPER AT A TEST STATION. 2" DIA INSIDE A 2114" DEPTH TWO 318" SET SCREWS ONJ:i (118' MIN WALL EITHER SIDE TO LOCK THE THICKNESS OPERATING NUT. SCREWS TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE T . ARE TO BE FLUSH WITH II OUTSIDE EDGE OF BOTTOM t SOCKET * TRACER WIRE MUST BE INSTALLED DEAD END DIRECTLY ABOVE THE PIPE. - - GATE VALVE EXTEN SIGN . w 1-o I UTILITY PIPE LOCATION MATERIALS WI -03 9&r 'a,� Y MEGALUG k�,n'fi�, ;-.If'u=A5 '-� .: SIZE , 3^' o s,' Lf a' ' PIPE �;� ��, i',., ' rrf �' ,,�r`; `yr•r.L�; ' s� �� B (ft) NOTES: ' E (ft) MEGALUG OR VOLUME (c.y.) 90° .;;;..;F;..;;:: 1. FURNISH AS SHOWN ON PLANS PIPELINE SETSCREW - ..� ..�; ;:� "i ::% :;: l4 1. ALL CALCULATIONS ARE BASED O I ID HR 1S C A VOL E N INTERNAL U .AND ON ALL VALVE SIGN POSTS. BLACK WARNING SIGN 6.5 MAIN LINE RETAINER 1.2 10• 1.0 TEXT -� T [WARNING 2• SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON . 1. NO SPLICE SIN COPPER TUBING WILL BE ALLOWED FOR SINGLE SERVICE ,- o ��'. 1.5 0.2 10,12" 3.5 2.5 UNDISTURBED 1.2 2.2 PIPE. 1 1.5 2.5 0.3 OR BE TWEEN THE SERVICE ENAMEL FINI SH. F URNISH ONE WARNING AND ONE VALVE SIGN 1.5 1.5 1.5 0:9 0.8 0.1 DIRT 2.0 10.. UNDERGROUND PIPELINE D ONE NE P OST FOR VALVE ALVE 1,1 e. • oI': 11.25°6,8" . 24" 1 MN �>ik; 4:;c: 1<5 T. 0.9 0.4 SHALL BE PLACED AGAINST UNDISTURBED T CONTACT THE CITY T INS ALLEO 0 AN AT OTH ER 1.5 D - 1.5 1.2 0.6 --- :b.;;.: EARTH OR ROCK. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE ONLY) BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS: " D a ' ° c ' '' '', END OF LINE 1 FURNISH SAME NUMBER OF 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. WATERLINE CAP/PLUG YELLOW REPLACEMENT SIGNS AS FOR EACH 0 i BACKGROUND 4" INSTALLED ((OMITTING VALVE PAINTED BLUE. � , M. J. TEE FIELD WHERE AND AS DIRECTED BY THE • cr> - NUMBER ON VALVE SIGN NOT A SEPARATE PAY ( ) ENGINEER. THE VOLUME OF CONCRETE OR CROSS VIEW A A z . :+x11 BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. V ALV . O C) - . .� 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. FOR MATERIAL REQUIREMENTS DOUBLESERVICE - U) 7.. N0. . "' 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE E -BEDDING SAND . NOTE: INSTALLED WITH THE MAIN LINE CONSTRUCTION. w N 2" BLACK PRESSURE TO BE ADDED AFTER 7• METERS AND VALVE BOXES SHALL BE PLACED CONCRETE SLAB NOTE:' I A BASIC SIGN HAS BEEN PAINTED. 10" ., ,• : o. , .,- .. , . •:: r CONIC. Y THE CITY UPON PAYMENT OF FEE. .CURB &GUTTER , . DIMENSION FOR CONCRETE 24" WHITE .. 11T VARIES WITH WATERLINE SIZE MIN. BACKGROUND o , .. , PLAIN GIL ti� L MJ P UG ,Y N PIPELINE WARNING SIGN ...... . .: VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED SELECT FILL 4'-O" ° .. 8' BLUE, HEAVY DUTY, WING CHANNEL POST VALVE BOX AND SHAFT EXTENSION 9&r 'a,� Y MEGALUG k�,n'fi�, ;-.If'u=A5 '-� .: SIZE , 3^' o s,' Lf a' ' PIPE �;� ��, i',., ' rrf �' ,,�r`; `yr•r.L�; ' s� �� B (ft) K.n L_'L-tiffs,';%' r.:�+.c - ";'st..,°,`„ iLa.: 5 E (ft) .. ;:, ..i; ; �;.; VOLUME (c.y.) 90° .;;;..;F;..;;:: 5.0 : ,:;' THRUST BLOCK NOTES: M TE.=SCHEDULE ..� ..�; ;:� "i ::% :;: 2.7 1. ALL CALCULATIONS ARE BASED O I ID HR 1S C A VOL E N INTERNAL U ....:;: �••.: 10,12" BEND SIZE A (ft) B (ft) C t (ft) E (ft) G (ft) VOLUME (c.y.) 90° 6,8" 5.0 1.6 THRUST BLOCK NOTES: M TE.=SCHEDULE 0.9 2.7 1. ALL CALCULATIONS ARE BASED O I ID HR 1S C A VOL E N INTERNAL U NOTES: 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 45° 6,8" 2.0 r PRE is ft PRESSURE OF 200_ psi FOR 24' AND SMALLER. ft c.. A-= to INNER DIAMETER 4 6 8 5 . 1. NO SPLICE SIN COPPER TUBING WILL BE ALLOWED FOR SINGLE SERVICE w STRAIGHT BALL VALVE W/PLUG z 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 PIPE. 1 1.5 2.5 0.3 OR BE TWEEN THE SERVICE (2 FOR DOUBLE SERVICE) 1.5 1.5 1.5 0:9 0.8 0.1 10,12" 2.0 10 12 11,3 1.b 3.5 0.6 2. ALL BEARING SURFACES OF THRUST BLOCKS SADDLE AND THE WYE FOR DOUBLE SERVICE. 1-1 /2" BALL VALVE f' AVE 1,1 0.3 11.25°6,8" 1.0 1<5 T. 0.9 0.4 SHALL BE PLACED AGAINST UNDISTURBED 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (FOR DOUBLE O SERVICE 9 1.5 1.5 1.5 1.2 0.6 --- EARTH OR ROCK. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE ONLY) STREET CROSSINGS HAVE BEEN INSTALLED, 1 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. --- -----i-- 4IN. . 3. MARK EACH SERVICE END WITH METAL "T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE • cr> ENGINEER. THE VOLUME OF CONCRETE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. VIEW A A z . BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. ** SEE TECHNICAL SECTION 331213 . O C) - . 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. FOR MATERIAL REQUIREMENTS DOUBLESERVICE - U) . "' 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE - > . NOTE: INSTALLED WITH THE MAIN LINE CONSTRUCTION. w . USE POLYETHYLENE WRAP OR 7• METERS AND VALVE BOXES SHALL BE PLACED ,HORIZONTALB THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE CONIC. Y THE CITY UPON PAYMENT OF FEE. .CURB &GUTTER , . BEND SIZE A (ft) B (ft) C t (ft) E (ft) G (ft) VOLUME (c.y.) 90° 6,8" 5.0 1.6 1.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 45° 6,8" 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22 5°6,8" 1.5 1.5 1.5 0:9 0.8 0.1 10,12" 2.0 2.5 1.5 1.2 1,1 0.3 11.25°6,8" 1.0 1<5 T. 0.9 0.4 0.1 10,12" 1.5 1.5 1.5 1.2 0.6 --- II & PLUG TO PREVENT CONCRETE 8, LOT CORNERS SHALL BE MARKED WITH A LATH FROM STICK I ING TO PLUG. ///\///\/ / � \cif/ \\ ii \\iii/ \\/// \\i 1 \\ / \\ i \\ \� 0 UNDER THE SUPERVISION F A RPLS UPON& COMPLETION OF CONSTRUCTION. . � - A . 12" MIN. -24" MAX.- STRAIGHT BALL VALVE 2 MI WITH PLUG ((2 FO • , DOUBLE SERVICE) } APPROVED SERVICE SADDLES . FOR DUCTILE AND PVC OR I . TAPPED TEE 4' MIN . A I II I �III I , II--- -�It,...-:.�:1.I .. .:". -- , \-A:I.1.�:"� . "I ,., .-.....:.;eI '-.�* , III ;--�I � � ��I I THRUST BLOCK DET - AILS 1" TYPE "K" COPPER TUBING . (2 FOR DOUBLE SERVICE) 1-112" X 1" BRASS WYE . POUR CONCRETE AGAINST CONCRETE SHALL NOT (1 FOR DOUBLE SERVICE) UNDISTURBED EARTH EXTEND BEYOND JOINTS CORP STOP 1„TYPE OPPER T K C I�BING SINGLE SERVICE . 1-112" TYPE K COPPE B P RTU INC DO BL ( U E SERVICE) C WATER LINE SEE NOTE 1) !X1-112" .ALL VALVE 1,_0.. FOR DOUBLE SERVICE . TRENCH WATER . I II I. . O L PIPE N Y) . >. N EW W ATER SERVICE :.... ••. .._b.. : -• . - .... SHORTAND I I. ( LONG SIDE) 1• X X I II . W2- 0 1 ...:.....- _ .:.:. ,..:::. THRUST STRUCTURAL BACKFILL AREA INCLUDES . oo w ....... . :.. • . ,, ; d cD ALL PAVED AREAS SIDEWALKS, STREETS, ALLEYS; ..., , :..` -.::.... ;.y: x, ORIVEWAYS,AND PARKING AREAS AND SHALL • EXTEND T BEYOND THE CURB LINE. STRUCTURAL ...... -... .•:.. ' BACKFILL SHALL BE CEMENT STABILIZED (SEE •. . • 4 . - '` ; �'.' <.. PIPE DETAIL W4 02 - AREASTO BE PAVED OR EXCAVATED *• _ . . JOINT SOL ° ) 4' 2' 1 COMPACTED TO 98 /o MAXIMUM DRY DENSITY AS NEAREST 2' 2' 2' BELL T T PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF JOINT TYP. MAX W P MAX MAX 6'8" TYP. 6'8" TYP. MAX ;•'..' I OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL EA. ENO N� ) �" MAX INNER AREAS \ ) CLR 1'-0" . 1N- C UTE POUR CONCRETE O•�� AGAINST UNDISTURBED DIA. \P "EARTH 9 � • Blc �c`, ,-�-=- � . (=) SECTIONIYX PLAN VIEW 5 "TYP 1".MIN. CLR. C , . P P - Q- STEEL CASING �2 �P w J P CARRIER PIPE CASING SPACER GC - . . P 1'-0 i . C. PULL.ON R WATE TIGHT NEOPRENE END � � . I I I ri � y 5� G� I ADJUSTABLE TOP RUNNERS U - Q J SEAL W/ STN. STL. O PAVEMENT AREAS TO MAINTAIN 1"MAX CLR. G THRUST- OY 'C CLAMPS" APS" OR 9 o d wU �'� Ly O "PSL. 30° P---� O - to O MAX _ d ..t v Bl C m m ST - RANO CLAMP EEL CASING 'Si AT SPRINGL E E A tf IN P W L . NOTE: OTE: C S A INC SPACERS . _ B..WDEB D POUR AGAINST I AN STAINLESS �T� 1 4 -RUNNER ►"� 5' NN R MIN. THRU 24' NIA UNDISTURBED - ( �-STEEL (TYPE 304) CASING) OR 6 -RUNNER MIN.. EARTH (24"-42" DIA. CASING) STAINLESS PROVIDE 4 RUNNERS AT NEOPRENE INSULATION SLEEVE STL: TYPE304; 8" WIDE BAND BETWEEN PIPE AND BAND BOTTOM 45 N W/ POLYMER RUNNERS; CENTERE MIN �T� T,�L THRU TBL OR NON -CENTERED; CLEAR BELL, POLYMER RUNNER S OCI� R (TYP) �-+®4 . RESTRAINED FROM FLOTATION INSULATED; ..APS, INC„ MOD SS18" 11 ISTRUCTURAL B OR CASC ADE TYPICAL HORIZONTAL BACKFILL AREA A I C S NG DETAIL` THRUST BLOCK . W2-00 W2-02 W2 03 ii NOTE: . TE. NOTE: , 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE 1. FOR MORE INFORMATION ON WATER D WNALVE BOX AN SEWER LINE CROSSING SE CITY GATE VALVE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION STANDARD SPECIFICA.'eION FOR WATER AND SEWER LINE CONSTRU ION WNALVE BOX 2. STEEL CASING G N SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFIC TIONS. 3. DR BORING OR NG PREFERRED BORING ORING ALLOWED 3. DR ONLY WHEN APPROVED BY Y BORING IS REQUIRED. THE CI E Q ED. TY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES TO t WITH A BEND S N SUCH THAT T HE CARRIER R PIPE CAN BE PULLED A WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING MAIN. ROVE THE PARALLEL MAIN. SLEEVE &VALVE TEE OR TAPPING TT V AS REQUIRED SLEEVE &VALVE ENCASEMENT AS REQUIRED 2 0 MIN. ENCASEMENT 2' 0"MIN. . WATE I . RLNE OPEN CUT SHOULDE VA E WATER LINE , OPEN CUT R RI S LIMIT LIMIT - . „ WIDTH OF PAVEMENT - 0 WIDTH OFIPAVEMENT 5-0 . MIN. MIN. 11 - n 3 0 MIN. I, GATE VALVE SIDEWALK MAY GATE VALVE 3'-0" BELOW DITCH FLOW LINE. BE OPEN CUT OR BORED AS <� DIRECTED BY =� STEEL CASING THE ENGINEER t STEEL CASING ` AS REQUIRED CARRIER PIPECARRIER PIPE , .- . .. - b'h A . h TYPICAL URBAN -4- S IRON VALV CITY STREET CR IN 4 0 CAT EBOXCOVER OSS G TYPICAL RURAL .STREET 2'XI 4'X�I./ T/"I 6.. 4- 00 CROSSING CONC ETE L B .. ! - R S A 2 X 4 X 6 CONCRETE SLAB W4 01 . ;, i \ w; SELECT MATERIAL ORIGINAL GROUND OR MATERIAL EXCAVATED . FROM THE DITCH, BOTTOM OF SUB- H WHICH IS FREE OF GRADE ROCKS LUMPS CLOD O (( NOTES: 4'-0" NOT GREATER S R DEBRIS LARC;ER THAN TWO 2 o INCHES IN THE LARGEST DIMENSION), COMPACTED THAN TO A N 45 '�c B ACK FILL 1 FORB BEDDING AND TRENCHING WITH/NALL MI ° EXIST/NG MINIMUM OF 90 0 / OF MAXIMUM DE ))�� M STUB C N DETERMINED ED BY N • PAVED ASTM 069 S AREAS SEE DETAILS FOR OPEN CUT STREETS. O „ 2 8 (STANDARD) AT A MOISTURE CONTENT WITHIN ,:.-.,.,- '-. I Deter - 9 0 .....,...... 1/s ST¢06 ST4 01 ST4 02 . TH/S N 6 DIP W RET _ ......... ...... ( , OTE DOES , W/RETAINING OPTI (+ AMERICAN F MUM TO 4/o OF I LOW CONTROL T O�T MUM UNDE NON-STRUCTURAL . TRENCH R ON RUCTURAL , ... .._ . . , ..,,,<:....:;:..:..... NOT PP A LYTO STREETS _ z . BE/NG _ .. • .REC G _ .. <.. . ....ONSTRUCTED ADAPTER OR AN APPROVED GLAND AT BEND AND AREAS le.. YARDS, 2 :,.., EQUAL AR S, PASTURES EASEMENTS AND TO A .............. . . o P ASE _- . .. ..... LECT MATER L MIN MU , , .. 9 O MAXI U DE ,,,:., ... -.. .r..... M M NSITY AS �E E ED . , . , , ._ , .. .- O 12 MI T RMIN ,,,.....,._.,,,„ 2. EVERY>ODFEETP r --i BY ASTM D698 STANDARD AT A MOISTURE CONTENT WITHIN .• •. ROV/DEA WATER STOP BLOCK ' - ' G :.:.� :_ „. ,, - COMPOSED OF CEMENT SAND OR NAT/VE MATERIAL ° .C.r \n� 'P J . CONCRETE to i \ 2 SF,CTIONA-A > .� . a ffi\iif\ ii/\f/\ iffy/if\ •. ,. ;i . THRUST BL OCK ii \ RESTRAINED JO 6" //\\///\i;i\\ . INT M. J. ELL PLACED ON * NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING �'t COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED END OF LINE BLOCKING OF ASSEMBLY SHALL BE 95% STANDARD DENSITY PER ASTM D698 - IN-LINE BLOW O OFF ASSEMBLY W3-00 W3-01 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN GALV. ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP SIDES OF COPPER PIPE. AIR RELEASENACUUM GALV. NIPPLE 1 1 REMOVE AND DISCARD BREAKER VALVE - - I 1E AFTER USE MJ PLUG •• I I EXIST. GRADE VALVE BOX AND SHAFT EXTENSION 2, PAYMENT FOR BID ITEM E "AIR RELEASE VALVE" VALMATIC MODEL 101 (1") 2 METER BOX WITH T. GR 4'-O" CAST IRON VALVE BOX COVER SHALL INCLUDE ALL MATERIALS, AS SHOWN IN OR MODEL 102 (2) OR I I DETAIL, INCLUDING MAIN UNE TAPPING SADDLE. CAST IRON LID APPROVED EQUAL I I SCH. 40 GALV. PIPE 2' X 4' X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2"• I I AFTER BLOW-OFF11 "\\ 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY INSTALL MALE QUICK AMERICAN FLOW CONTROL THE ENGINEER EXIST. GRADE CONNECTION & CAP TRENCH ADAPTER T OR AN APPROVED HOT BOX POLY ROX EQUAL MODEL PHRI (11") WITH --"I'll - I _ "I'll" BRASS BALL VALVE 4"APPROVED HEAT OR MODEL PHR2 (2" PIPE MATERIAL WITH HEAT OR APPROVED MJ TAPPED CAP EQUAL IRON PIPE THREAD ` COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE WATER COPPER EXPOSED TO MAIN 4" X TX 3' CONCRETE PAD FOR 1" PIPE CONCRETE SHALL BE BRASS ELL 4" X 5'X T CONCRETE PAD (FOR 2" PIPE MJ TAPPED CAP L S EEVED WITH APPROVED „ COPPER PIPE SLEEVING - CONCRETE BLOCKING TO . BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO TYPE "K" COPPER TUBING DETAIL W3-00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3-00 BRASS NIPPLE tl / TAPPING SADDLE 4 E O DEW/ ND OF LINE CORPORATION STOP. OP. / tt 2 BLOT -OFF RISER BLOW -OFF AFF AIR RELEASE VALVE & VACUUM CHECK. VALVE W3-02 W3-03 W3-04 OPTIMUM TO + /° OF OPTI UM UNDER NEW STREET AREAS - :` ' `- A SELECT MATERIAL DEPENDING ONEMBEDMENT. BLOCKSHALL BE6FEET AND STREETS TO BE RECONSTRUCTED. - :......; © CEMENT STABILIZED SAND II 8" 12" MAX. 8"-1 " /N LENGTH. NO BEDD/NG SAND IN TH/S AREA. 2 MAX. © MANUALLY CONSOLIDATE 3. ALL BEDDING & INSTALLATION OF V ;::;, B MANUALLY CONSOLIDATE P C PIPE SHALL B GRANULAR MATERIAL • ....- AT OPTIMUM MOI r O Q STORE) iBE IN ACCORDANCE WITH ANSI/AWWA STANDARDS :::.. AT OPTIMUM MOISTURE FOR PVC PE MATERIAL L LLB -:: ' PIPE. A SHA E B / ANK R RIVER UN R V R SAND WHICH E H IS R E F - ;`,; , OF 1 .- .. -.- DETRIMENTAL ALQUANTITIES OF CLAY, DEBRIS OR ORGAN ..... . MATERIAL AND WHICH, WHEN TESTED BY STANDARD "' "`"`'''`1 4. ALL BEDDING &INSTALLATION OFDUCTILE IRON PIPE LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: := 4 .:: ;..:;., SHALL E IN ACCORDANCE WITH ANSIIAWWA C150/A21.50 MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX - 15 PIPE I TAMPING. . PIP MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 O.D. � tom- MINIMUM PERCENT PASSING 314" SIEVE 100 O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE PLACE METAL DETECTOR PRESENCE OF THE CITY ENGINEER. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL 6" MIN./12" MAX. TAPE ATA MINIM R �Z g" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HikWD. UM OF 24" 7. DUST RESULTING FROM THE CONTRACTOR'S ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR AREAS TO B.� PA VED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED . . C CEMENT STABILIZED SAND NON-STRUCTURAI, BY THE CONTRACTOR. OR STREET T , ARF,4S S O B B. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH RECONSTRUCTED WORKING DAY. BEDDING AND TRENCH FOR DI CI TY OF BRYAN PIPE &PVC PIPE _ The Good Life, Terms Syle." W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY . BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED; IN DEVELOPED AREAS WHERE GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SLEDED OR SODDED WITHIN 14 CALENDAR DAYS OF . LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED R AW N B Y • G.L.M. DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DATE: - - V G E 08 01 12 ETATIV GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS 11 C MPLETE AND E N THEN N REMOVED BY CONTRACTOR.. SCALE: N T S A -L EROSION CONTROL MEASURES SHOULD BE CLEANED AN OF S1 LT AFTER EVERY RAIN. APPROVED: W. P.I K. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. FIGURE: . . . . I . . I � � I I � I I � 9 SHEET 1 OF 2 L - SIZE L1 W1 H1 TBS ii 3" 8'-8" 5'-0" - _ - DMC CS4 z 8'-8" 5'-0 " 4'-6" 12 000 , DMC-CS6 6" 11'-0" 6'-0" - V -V 12,000 o w - SPECIAL CONDITIONS I � 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW _FINIS FINISHED D GRADE. 2 FROM BOTTOM OF ANY . FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FR PIPING APPARATUS OR METER WITHIN THE VAULT. - 3. REINFORCED CONCRETEVAULT BASE (FLOOR)) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 61NCHES. 4 SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5.. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES L . 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. MODEL SIZE L1 W1 H1 TBS DMC-CS3 3" 8'-8" 5'-0" 4'-6" 12,000 - DMC CS4 4" 8'-8" 5'-0 " 4'-6" 12 000 , DMC-CS6 6" 11'-0" 6'-0" - V -V 12,000 METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 314" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple 038-77 2" Meter Bushing BBIM-77 NOTES: NOTES: NOTES: II 1 Service saddle; SS straps, CC threads © brass bushing IPS -1"x314" (a)!1 Service saddle, SS straps, CC threads © Meter nipple - C38-4-2-6 0 25 -1" Service saddle, S straps, CC threads 6 Swivel nut- C38-66-2-875 -1-1 /2" O installed per manufacturer's recommendations. Installed per manufacturers g Bali valve Installed per man facturer s g Brass all thread I.P.S.-1-1 /2" 7 Meter nipple - C38-23-2 5 - 3/4" recommendations. Ail main t yp All main types. Cambridge 800 Series or ypes: recommendations. All main t es: ;! Ford S70IS90 8 Ball valve Cambridge 800 Series or Ford S70/S90 t�9 Meter box and lid: Old Castle meter box, Cambridge 800 Series or Ford S70/S90 8 Meter adapter - BBIM 66 -1-1/2" with Reader Q2 Corporation Stop: Ford FB 1000-4-1" ®Meter box and lid: Old Castle meter Q Corporation Stop: Ford FB 1000-4-1" Cl lid w 2 Corporation Stop: Ford FB 1000-6-1-1/2" �9 Meter box and ltd: Old Castle meter 30 Service tubing: Type Kcopper -soft-1" box, CI lid with Reader #36 O Service tubing: Type K copper - soft- i" 3 Service tubing: Type K copper - soft -1-1/2" box, Cl lid with Reader #65 ® Ford male adapter- C84-44-1" 4 Ford male adapter - C84-44- i" 4 Ford male adapter - C84-66-1.1/2" ®Bali valve 0 Meter box valve: 8 Meter box valve: - „ CUSTOMER Meter box valve: - „ _ CUSTOMER ' CUSTOMER 5 = Ford An le Sto BA -43-444W-1" 5 Ford An le Sto FV -43 666W 1 112 5 = Ford Angle Stop - BA13-342W -1 g p p VALVE 5A = Ford Straight Stop - 811-444W -1 " VALVE 5A = Ford Straight Stop - 811-444W -1" VALVE 5A = Ford Sr raight Stop - B11 -666W ,1-112" 9 9 - - 8 a 8 8 4 6 10 4`I . 3 5 3 3 5 t ` VASE CUSTOMER CUSTOMER 6 CUSTOMER VALVE VALVE 1 3 8 9 1 2 3 9 2 g 0 8 o- 4 5A 6 4 6 4 6I Flo r _ IrZI CITY OF COLLEGE STATION CITY OF COLLEGE STATION CITY OF COLLEGE STATION STRAIGHT. OR ANGLE TAP 3/4" STRAIGHT OR ANGLE TAP - 1" STRAIGHT OR: ANGLE TAP 1-1/211 U W7-00 - W7-01 W7-02 NOTES: NOTES: 1D Service saddle, SS straps, CC threads ® Swivel nut - C38-77 - 2" 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. METER SWIVEL NUT OR NIPPLE METER Installed per manufacturer's recommendations. BOX All main types: Cambridge 800 Series or 0 Meter adapter -BBIM 77 - 2" 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN ANGLE STOP Ford 870IS90 ® Brass nipple I.P.S. .2" x 3" APPROVED EQUAL. Q Z 2O Corporation Stop: Ford FB 1000-7 (cc thread)- 2" Meter box and lid: Old Castle meter 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE 1-112" BALL VALVE o © INSTALLED WITH THE MAIN LINE CONSTRUCTION. FOR DOUBLE M Service tubing:Type K copper - cu -soft - 2" box, Cl lid with Reader #65 yp pp SERVICE ON Y) WATER O Meter box and lid: Old Castle 12" 4. EXISTING METER BOXES ARE TO BE REMOVED. ® Ford male adapter - C84-77- 2" ® THE NEW METER BOXES SHALL BE OLD CASTLE. i METER round valve box #3RT Meter box valve: Ball valve n----4'MIN.---=--�— 5 = Ford Angle StopFV-43-777W - 2" 5A = Ford StraightStop- B11 -777W - 2" © Brass nipple I.P.S.: 2" x 6" 0 Brass coupling I.P.S. -2" VIE T TT A -A ) CUSTOMER - o O 11 D�B EESERVCE VALVE 13 3 4 5 CUSTOMER 2 3 2 11 VALVE 1 8 10 METER NUT SIZE FORD PART NO. 314" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long, C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 JL JL U.10 RYAN ANGLE STOP eThe COodLife, Teva Stlle." 77777777 WATER METER -METER BOX METER SWIVEL NUT OR NIPPLE 4 6 7 g A TYPE "K" COPPER PIPE DRAWN B Y : C.L.M. 1-1/2" BALL VALVE (2 FOR DOUBLE SERVICE) (FOR DOUBLE SERVICE DATE: 08-01-12 ONLY) 1-1/2" X 1" BRASS WYE -r (1 FOR DOUBLE SERV.) SCALE: N . 1 S CITY OF COLLEGE STATION CITY OF COLLEGE STATION APPROVED: W. P. K. STRAIGHT. OR ANGLE TAP - 2" WATER SERVICE RECONNECTION F I G u R E W7-04 W7 -U3 n 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER ADJUSTMENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION. STD DUCTILE IRON MANti L MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT z181n. <301n. 6 FT >_361n. NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE, ADDITION OF CEMENT STABILIZED ARNwo SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. NOTE: �I•;t::'.^. tic ��; "��: ,....•'.•,. MANHOLE BASE SHALL B SEWER SIGN ,.,..•. E PLACED ON FIRM SEWER MANHOLE _ - SUBGRADE. ADDITION O F R O E COVER Ho. •.:..:. .. .,,;.,,:; :• :.,,,.:.. - F CE - .• , ., ,,: • .• �.• ,:: • •'•,•�,- MENT STABILIZED Np DROP INFLUENT 3. MANHOLE BASE THICKNESS AND FOUNDATION AND FRAME 30" DIA. OPENING MANHQLE SIGN N ] SAND OR GRAVEL MAY BE E O FROM FLOWLINE ORE L ( ) L „ STABILIZE REQUIRED TO FA PIPE PIPE TO RIM AS FOLLOWS. QUA (SEE DETAIL S5 02) 6 -0 FOUNDATION. �p ; - MANHOLE DEPTH (FT.) BASETHICKNESS I` ' IN EXISTING MANHOLE, PLACE PVC HG _ rnvu. -. nruin ELBOW ON BENCH G MAIN , ROUT NEW BENCH • ... • �..; .. TO SPRING SEWER LINE AND T r , . . - ROWEL SV u DOTH. . - r 0-12------------8 STD. DUCTILE IRON MANHOLE- � 3 MIN. .. 12 AND OVER _ _ _ _ _ - _ _ -12" COVER AND FRAME FORM SMOOTH CHANNEL TO INVERT. ,.: .::..:.::.::. PIPE (30 DIA. OPENING) OR EQUAL 4. MANHOLE LO 12 MAX. " .......,....: CD 5 MIN. ,;:.; ALL NEW CONNECTION AT EXISTING -F-- �. CATION AND COMPACTION AS FOLLOWS, SEE NOTE 1 .ri�i,r . „ CEMENT STABILIZED '• • ;.:. 12 MANHOLES SHALL BE BY CORING ONLY cn " SAND AS SHOWN T LOCATION COMPACTION REQUIREMENT 12 MAX: """" 12 ; • .:, I' ; ... , �.• .-. PAVEMENT_ _ 0 2,-6., SEE NOTE 1 VARIES - -----_ 98 /oS A D CEMENT STABILIZED 3' <..•,..;•• :. , •- - T N ARD PROCTOR - ASTM D 698 .. .. � , o :. ', :< .. w 2 -0 . SAND AS SHOWN a- LANDSCAPEAREA- _ _ _ 90 /° STANDARD PROCTOR -AST •• •• • � :•. `! :>->'••'.:>,.r:••[! : �:::c :•s-,.:.: o' M D 698. CLASS A CONC. PRECAST REINFORCED ., :: : ... ..-.. 3000 PSI IN 28 DAYS CONC. MANHOLE SEC 5. NO RINGS ARE REQUIRED OUTSIDE OF :. ,. 1 - - r _ VARIES ( ASTM C ::.: y,.•.•:...., :...:. ,.;,.., DES. -478 , •..-• ,...•., .. . STREET RIGHT-OF-WAY VA RIES .. 3 Es PLAN SEE TABLE .::. I ;: _ 6. IN FLOODPLAINS OR AREAS ......... . .. . $GREEN E A VARIES ;;•; ,� �•::.c�.::� `• •'�` OF CONCENTRATED VARIES ...... , ............ .. .. , H AVY DUTY, .,.. .. .: • r,.. •..... .,: I FLOW THE CONES UG • . -:=•:::.�.::::.,; : W ..: A HALL EXTEND 1 FOOT ABOVE BACK FILL AROUND M � - INC CHANNEL POST - - �. , :.•+'.•..:. ... •.• • ... ,.. , :. I >, .. ,I. H b " .: 6 M N.. - BACK FILL .. ... .. ...,,.... S I .: • ... .. ... .,: „ IZE X SIZE WYE 9 . •.:: �•:-:::•:..L,.:.; L AROUND SHALL BE AS PER NOTE 4 3 THE BASE FLOOD ELEVATION OR A BOLT DOWN .-. ;:•.:._ :•� •:-. - MH SHALL �'• ° .. . " VARIES g WATER -TIGHT RING AND COVER SHALL BE USED M,qX L BE AS SIZE 45 END :.: ' -.:. .:. 5 MIN. X SIZE WYE :....::.:.::. PER NOT ` IL VENTED WHERE REQUIRED. �E : - R E 4 {SEE TABLE) - :.:.:. 45* BEND ' •-:::':.,::.....:-.. _ RUBBER GASKET JOINTS ... •.. :.....: W/ MORTAR SEA BASE 7. WARNING SIG LFT ... •...::....: M SEALANT -' - N ONLY TO BE PLACED WHERE 112 •:r••• '•• • •••• •••••• :•• • ... .-::.• -.: SEE SEWER C : ,-:::.:. INSIDE AT ALL JOINTS CROSSES OPE .: .,.: -.,. .. ' NOTE FOUNDATION ll, N FIELDS.. •.::' •.:..;•;;::.•;:-,; �!': 9,. .. •,' - •. • • MAX STD. DUCTILE IRON lig ,.-:-.•..:...M(N, y ., MAN HOLE COVER AND �, ,.,. .. .,. E 6 MIN. „ ATER - " 2. . , ..- .. .. .. ..-...1,....,:. PLUG „ 0 . , . , .: , . .: - ... • - . ' ' STOP PIPECONX FRAME (30 DIA. OPENING >... • : ; :.:: ?': INVERT= 112 IF . #4 BARS, 8 O.C.E.W. -DEPTHS WHOLE ) E ADAPTER SEAL, .. . ... .. •. -.•, .. , RT 3/4 DIAMETER OF PIPE OR EQUAL „ NOTE. GREATER T OR APPROVED EQUAL. UP TO 24.24 AND LARGER .� THAN 12 FEET WILL :... ; . 2 REQ'D REQUIRE ( _ STEEL 4 E 2 MATS OF REINFORCING ) SHALL BE FULL DEPTH INVERTS. , '• ..... ' -• > . ; IN THE BASE G -- RADE RINGS FOR " „ 8 _ WATERSTOP-P >.•. ° • : . -BASE. - 18 MAX - IPECONX , . , ,. AOJUSTMENTTO FINISH-�-� MAN GRADE AS PER DETAIL CITY OF 1,.., .. r. ..... :.. C S1-02- . -. COLLEGE STAT ,.. HOLE ADAPTER SEAL, #4 BARS, 8 O.C.E.W. ION NOTE 1 ' OR APPROVED EQUAL. ^ ' . a . . (2 REQ'D) #4 BARS BENT 90 AND NOTE: TIED TO WALL BASE. PRECAST F - r OUTSIDE DROP LAT -TOP LID ,...... O MANHOLE 3 DEPTHS GREATER THAN 12 •,• • . - WILL REQUIRE 2 MATS OF WATERSTOP-PIPECONX ... � REINFORCINGMANHOLE ADAPTER ;ra: • �•:; STEEL IN THE SEAL, #4 BARS, 8 O.C.E.W. U.�VI,f AI,I,U1�T�;'DFOR A7AI,�V - BASE. OR APPROVED EQUAL... I,TNFr CU."'FCTT N .. 2 ( REQ D) NOTE. DEPTHS GREATER THAN 12 (l AVDLAI�GLR B �,.,.;, ACK FILL AROUND MH VARIABLE (4 MIN.} WILL REQUIRE 2 MATS OF SHALL BE .:, AS PER DETAIL S1-02- ,. 51NCH 52-00 NOTE 4 THICK REINFORCING STEEL IN THE BASE. ,• � ;.:;; NESS (MIN) CAS"lINPLACEIL�INHOLE, PRECAST MANHOLE I , NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT ST USE RAM -NECK ,>„ ..,. AM NECK SAND OR GRAVEL MAY B GROUT 1 ;.:•, E REQUIRED TO •. O-RING OR STA , ST STABILIZE FOUNDATION. APPROVED i ED EQUAL STANDARD MANH ;. :. OLE .: .,,., .. .; ^ ^k `. ;,:;;;a •' PVC �;:: IN JOINTS -s. CROS Q SEE PLAN OR PROFILE FOR PIPE I S S1-00 ^.:.•.,,, ;r::v' • vs;r SIZE, TYPE AND INV ELEY � ..,•:: 1-3/4" STAINLESS .. PVC PIPE SIZE E QUAL TO STEELBANDS-1/8" ORIGINAL GROUND OR _ _ INCOMING PIPE SIZE ,, •., :: THICKNESS TYP W/ .NOTES: BOTTOM OF SUBGRADE 45 ELBOW TUR � • .: .. 518 STAINL�SS { N W/FLOW ..,.. .,.. TEEL A SELECT NATIVE MATERIAL - :::: BO Q AL ,,,,, .... ....::. & GROUT IN PLACE ..., .:..- LTS W/EXPANSION. ; T� I. FOR BEDDING AND T ) :... • I ::. - RENCH/NG W/TH/HALL EXISTING PAVEDAREAS MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF '�'`' '- .,., ANCHORS (TYP SEE , ( 2 : :.-: • SLC/ION�1 -A MATCH TOP OF ELB ' •:: •-.:.,..,: '. A SELECT MATER ... - . STANDARD CLEANOUT OW SOFFIT DETA/LSFOROPENCUTSTREETS. Detai/s ST4-00, ST4-01 ST4-d2J. ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO 2 """"" "' '""' � IAL ., STANDARD CROSS T TO OF SOFF T OF T E rr: THISNOTEDOESNOTAPPLYTOSTREET'SBE/NG RECONSTRUCTED. INCHES IN THE LARGEST DIMENSION COMPACTED O •• .: •.�. �: .. , ), TO ., LARGEST PIP v 4:- �, r . o A SELECT MATE .. 5 MI E IN MANHOLE ,....- ,;.:...cD 2. MINIMUM OF 90 0 ::.:.•..........:... � MATERIAL . , . _ N ,,. �.::� �-...........• •..: ., ALL BEDDIN / OF MAX .r ARS 8 O• - . . E. G & INSTALLATION IMO D , W. ALLATION OF PVC PIPE SHALL BE IN ACCORDANCE M DENSITY AS DETERMINED BY .. ., .,:::.: s :,;r:.;;�,:•-.._: • • . •-. •° •. , CEME .. 8 -12 MAX . ..:..:...:::..:.:::_ �_ C NT STABILIZED :• .. 24 MIN .,, ;,.,:..:.•.,.. I I •:::,•:.,._,..}.;., .,. :.. ..,... .. .e TO ANSIIAWWA STANDARDS FOR PVC PIPE. ASTM 398 (STANDARD) AT A MOISTURE CONTENT WITHI • • • ••^ •' -• ` ., -• , o N " ::::";.cr:• ;:.p;•, SAND 2 :..:::.....: : ...... {...:.;.. OPTIMUM T + • ;.;.. B 8' -12 MAX. 4 MIN. ., VARIES CEMENT STABILIZED :......:,,... t.-..., . MANUALLY. ,• • s . - . • • ,. . - A •- • .. 3. ALL BEDDING & i O 4/o OF OPTIMUM UNDER NON-STRUCTURAL ' / r , SAND AS SHOWN. ......,. .. ... _ . 1 .. .. ... INSTALLATION OF • •r.;:::- CONSOLIDATE .. ., • . ..• - ...,.. . DUCTILE IRO STANDARD a _. ... ... ACCORDANCE N PIPE SHALL BE IN AREAS (ie...YARDS, PASTURES, EASEMENTS AND TO A "" O ROSS ., t ) ` ` ;• AT OPTIMUM Cp�rjS�jq - ..,1._.�1.. ... ..NCE TOANSI/AWWA C150/A21.50. o .. / . ,. ...... .... ... .. .:MINIMUcoMOF 98 OE/o F MAXIMUM DENSITY AS DETERMINED •: ;:• :; MOISTURE `�: � � A .) TMU NOTE. DEPTHS4. COMPACTIO ( -...:, GREATER N SHALL BE ATTAINED BY M C BY ASTM D698 STANDARD ,E HANICAL TAMPING. AT A MOISTURE CONTENT WITHIN 6" BEL -:::::::.,..:.;:: ;:.::: :F'. / •,.;. MOE} � :,-:.. :: THAN 12 L I ° OW WI LRE ,. VARIES QUIRE OPTIMUM TO +4/o OF OPTI�U=:':.:::'.•::.:;:--.:.::; ; ..: � ... - •••-- :. . ; 2 MATS M UNDER NEW STREET AREAS •- .•:::;,, ;.• .• OF REINFORCING 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMP AND PIPE BELL :;,:;.:;;x ::;: 6" ESE 3 1-� VARIES ; •;..; ..STEEL IN THE B TEMPORARY PAVING STREETS : ,. E A NG OR TO BE REC • AS RECONSTRUCTED. ...,..,...'.. ,:..... PLANKING O.D PIPE BELL ; •.-;. :: <: :r r •:. �. 3 i PLACED ATTHE END OF EACH WORKING DAY. UNDISTURBED SOIL "- ""'` ''• .. PIPE I O.D. UNDISTURBED SOIL ,:.::::, lE .. •.:..:: . © GRANULAR MATERIAL 4�- 90 BEND : 90° BEND :> - O.D. PIPE I ,• .. .L .. 6 MIN: MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DE O.D. SEE BASE DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC - 6" MIN./12" MAX. NOTE -.L MATERIAL AND WHICH, WHEN TESTED BY STANDARD PLACE METAL DETECTOR � � •• .. FOUNDATION DROP STANDARD DROP - �2ANPI0 TAPE AT A MINIMUM OF 24" 6 MIN.12 MAX. T L�' LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 ABOVE TOP OF PIPE WATE - _ MAXIMUM PLASTICITY INDEX #4 BARS, 8 O.C,E,W, _DEPTHS RSTOP PIPER SE MANHOLE ADAPTER SEAL 15 GREATER THAN 12 FEET WILL REQUIRE , O 2 R APPROVED MAXIMUM PERCENT PASSING NO, 200 SIEVE 35 NON-STRUCTURAL MATS OF REINFORCING EQUAL. AREAS TO BE PA TIED ORCING STEEL IN THE CTT3'OTBRTA;V- DROP :VHOI,F, T USED MINIMUM PERCENT PASSING 3/4" SIEVE 100. , BASE {2 REQ D) O BT. L. SED ON THE MATERIAL SHALL BE FREE FLOWING AND WHEN WE f ,SHALL •`�r`qS UNLS U 1012 L/V ,S1GL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE OR ST ?E a.TS TO BE HANG. RECON T - CM OFCOLLEGLSTATI 1V DROP.LIANH , S RUCTED n oLF TO _ BF . T r - C CEMENTS USED ON I,NFS UP T 4 In SI7,T, Q STABILIZED SAND CITY OF BRAYN OUTSIDE DROP MANHOLE BEDDING AND TRENCH FOR DI F IPE & PV C PIPE �: OA7 TVHF,'NAPPROTIF,'D BYCITYFNGINFF,li Sl -01 ES7 01 [7S2-02 NOTES: T S. NOTES. � II '� II 1: FLOW SHALL BE MAINTAINED DURING CONSTRUCTION N - .� "STARTER" NOTES: 1. 1 DIA. . 2: THIS DETAIL TO BE USED WHEN A 6" OR E STARTER HOLES SHALL BE DRILLED THROUGH WALL OF LARGER LATERAL NECESSITATES CONSTRUCTION OF E " A EXISTING MANHOLE SPACED 3 APART CENTER TO CENTER. 2 51mm LETTERING 33-1/4 DIA " 1: EACH PIER SHALL BE COMPLETED [ 1 E IN A SINGLE CONTINUOUS POUR. LETTERING STYLE 845mm �I NEW MANHOLE. AFTER STARTER HOLES HAVE BEEN INSTALLED AND APPROVED t ]. BY A CITY INSPECTOR THE CONTRACTOR SHALL BEGIN E „ BOOKMAN OLD STYLE .I REMOVING - - 2. CHAMFER ED _ GES 314. _ 3. FOR ADDITIONAL STANDARDS NOT SHOWN, SEE STANDARD MANHOLE" DETAIL S1-02. 32 3116 DIA r THE CONCRETE INSIDE THE PERIPHERAL STARTER HOLES. ,. .+ 2 51mm LETTERING .^ ,* 818m 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORTCONCRETE SHALL BE REMOVED E m WITH PNEUMATIC HAND TOOLS. ' S. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO .� �' (( ll [ ] A MINIMUM LETTERING STYLE: OF EXISTING SEWER DURING INSTALLATION OF .� „ 1- 9116" . DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOIL IS 'q 2 E 114 6mm DIA OPICKBARS BOOKMAN OLD STYLE 40mm MANHOLE. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF E rr 11 ENCOUNTERED. NEOI�RENE GASKET [ ] 5. DOGHOUSE OPENING MAY ONLY 8E USED WHEN P OPENING. REBAR SHALL N ,. OT BE SPACED MORE THAN 12 CC. � ••�- � 2 PICK 4-112 LACING A NEW MANHOLE OVER AN EXISTING LINE; - 4. ALL SHAFTS SHALL BE BORED OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS VERTICALLY PLUMB WITHIN 114mm a ,. V 7116"[ ] 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 2" TOLERANCE, - � - REQUIRED BY THE PLANS.. MANUFACTURERS REQUIREMENTS. y 2 2 [11m 51 ] 6. EXCAVATE TRENCH TO MIN, 13 BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE: PLACE AND 5. ALL NFORMATI ON SHOW N IS CITY MINIMUM. ALL PIERS SHAL L BE ® [ MM] [51MM j „ 4. CONCRETE SHALL BE 3,000 P.S.I. DESIGNED BY A PROFESSIONAL 762mm 5116 COMPACT 6 OF GRANULAR BE[)DING, MONOLITHIC POUR OF MIN. 7" DEPTH,6 SACK TOPPING MIX TO NAL ENGINEER.. [ ] .8 mm CIN OF BRYAN „ BE P N „ LACED INSIDE, 2 9/ 16 33 5116 D UNDER AND OUTSIDE MANHOLE BARREL FROM SURFACE OF BEDDING, AROUND 1 IA <fi [65mm 862 :CONCRETE BLOCRISERS, �TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXIST, PIPE: ` ] mm. R i " F � � 40 314 DIA 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND W .� �,�• RY �'� 1035mm FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN. �e�ID 8. AFTER2" 51mm w , LETTERING �, ,., �,<, •• : V. 2 � . o a, 51mm LETTERING CONCRETE SHELF HAS CURED, THE EXISTING PIPE SHALL BE - R HOOPS [[ w RI G o ,� , LETTERING STYLE. ��qq q 1 I F r • 12 O.C. LErr I FRAME ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. THE EXISTING , ITER NG STYLE. SECTION PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE e n BOOKMAN OLD STYLE PLAN VIEW � O BOOKMAN OLD STYLE r -ti • TO GIVE SMOOTH EDGES. n PIER DIA. AS s Q - _ SHOWN e , a s, MACHINED SURFACE 1� ON PLANS _ ,. a a " 8-13/16" 32 DIA z i a [813 mni] „ 3 CLEARANCE .-a CONCRETE PIPE O.D. + 18 '+Tt-7T"_" ..518 _ � � � MININMUM �- 11/2 L_ 1 BLOCK [1,6mm PIPE O.O. � ] [38 mm] 2-7/16" "� r• PLUS 4"- PIPE O.D. ° [62mm] ,=] + 718" 1 II PE �.,a3z.a 2 718" [22mm] - PERIPHERAL - .. � of : :. - «� .. " „ "STARTER" HOLE 73 mm R S UM [ R 1-3/4 1 DIA X 4 LG - O 1 SLCTIONA A (SEE NOTE 1.) _ .1 I' [R44mm] H. S. ROD rrQ COVER SECT] -ON J �r �r' , : P1CKBAR DET , �� 2' MAX.. AIL \ � t --r _ 1 OPENING CREATION DETAIL ' I / _ 1 MANHOLE NE q � CONNECTION DETAIL °TTOT NOTE: B _. G~ CITY SPECIFIC SANITARY SEWER BOTTOM VIB' I V `" LIDS TO STANDARD MANHOLE �, . PROVIDE A WATERTIGHT VARIES SEAL. RAM -NECK GASKET OR APPROVED EQUAL AROUND THE PIPE AT o 0 MANHOLE WALL. MANHOLE SECTION MIN. 24" BETWEEN CUT-OUT AND REMOVE INVERT AS MANHOLE CONE. REQUIRED PIER VERTICAL STEEL DIAMETER # 5 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 BE USED FOR PUBLIC SEWER SYSTEMS ONLY. NOT TO OF CO VER BE USED ON PRIVATE SEWER (, BE AND COVER SYSTEMS. DUCTILkiRONyy1 to -3 S4-01 it 13116" 16 38" DIA 3-13116" i 30-314" 314" (20mmj 96mm [965mm] 114" (6mm) DIA 250" [781 mm]DIA. (20mm 32-114" DI NEOPRENE GASKET _ EXISTING AND NEW INVERT FOR NEW „ ID OF GROOVE FO SEWER FILL-IN BETWEEN DOG HOUSE LINE. NEW INVERT SHALL .PLAN g 180N [819mmj . -T [ mmj [5mml L 1-1/2" 1/2" 2-718„ 30' DIA 4„ RM SHELF SLOPE AT MAIN CUT-OUT AND PIPE WITH HAVE SMOOTH TRANSITION 38mm 13mm 762mm L ] o I ] /8' [73mm] [102mm] 1"/FT. NEAT AND SMOOTH. NON -SHRINK GROUT AND INTO EXITING INVERT. REWORK " 7 CONCRETE BRICK AS NEEDED EXISTING INVERT AS REQUIRED. 4 WIDE X 318 THICK STAINLESS STEEL { [2 mm) BOLT HOLE SBCTION „ ,. BASE MAINTAINING INSIDE MANHOLE STRAP (PRIMED &PAINTED) FORMED TO 1_3 WALL SHAPE, N� PERMIT SNUG TIGHTENING OF PIPE T /4 1 (25mm) DIA. „ 6 _ _ NOWSHR O I [R44mm] X 5112 t40mm 32-5/16 DIA -----� GROUT PIER (2 READ. PER PIER ] 821mm MINIMUM S - 2-1/2"X6"X16" DIAMETER ) MACHINE GROG LG TE [ ] 1-1/2" 2 VT S LROD 1' �" CONCRETE BLOCKS V DUCTILE IRO PIPE fes--- 33-1116" OIA 38 � f..• - .. •...:.•:-':•: •.:: ..: . (TYPICAL) ARIES N i E I' [ mm] ' WRAP WITH ONE DF,TAIL a0" D [b2lmmj ..•� _:,.. ., , .•. ; ; :; '.•.`-.: '' 2" CER. NON SHRINK Xqg " IA 1-112 PICKBAR DETAIL GASKET GROOVE FOR h : •.:. :::: �.`::.. „ ...... - 6' OF GRANULAR BEDDING „ LAYER OF TAR PAPER G L IZED EEL 762m " [ ►n] [38mm] 114 (6mml DIA. -SII 1 _ x 18 A VAN gT 1'� A , PNEOPRE PLASTIC FLEX PREFORMED (TYPJ I GROUT V RTICR BOLT SECURED TO mm I iNIL .SLClION NE GASKET 1 -0 ;' •;• NEW INVERT TO PREVENT BONDING , VtERTICAL REINFORCING STEEL • ,. PLASTIC ADHESIVE WATERSTOP, OR APPROVED PIPE O.D. T EQUAL. (SEE NOTE 3.) PLUS 18" 2-7/8" MACHINED S RFACE CITY OF BRYAN AN #3 R EBAR (14" LONG :' •. 2" 51mm LETTERING 7 EMBEDDED AN� -+--- :' . • E-� .. , •.. •.. .. , , R NG [ 3mm] M WATERSTOP PIPECONX = w - ; , LETTERI�G gTYLE. COVER SECTION ThC GoOCII i/C Tc, rdS I EPDXYED INTO MANHOLE WATEFlSTOP•PIPECONx Bookman Oid St le Sc} C. Y 2" 5 LE E ' MANHOLE ADAPTER O ai= TT I G WALLS". (SEE NOTE 2.) MANHOLE ADAPTER SEAL, tL W p • ,, . , .;e • . r q 7 R N PIPE O.D. SEAL, OR APPROVED A . , • . A RE�ESmSmEU, FLUSHED CITY�T OR APPROVED EQUAL. 1 F PLUS 18.. EQUAL. (2 REQ'D) =�O O COLLEGE STATION (2REITD, ��� I' 1 CONNECTION DETAIL SECTION VIEW 1 CONNEC zW :° . _ (4} 516"-11 NC X 2" LG (4)',5/8"-11 NC X 2" LG �_ TION DETAIL SECTION VIEW Da ° ,: ;• VERTICAL STEEL AS PER TABLE [� I T,q HEX SS CAP SCREWS EGE HEX SS CAP SCREWS 7T �+ (� & NARROW ZINC PLT. �, q� &MARROW ZINC PLT. & o 0 GRAVITY 1TY SEWER DOGHOUSE MANHOLE B.1 E3.2 � , ' &RUBBER WASHERS � RUBBER WASHERS °. -#4 BAR HOOPS, 12" O.C. ° 51mm ° 2� 4 [ ] V [5imm7 p [102mmj ® 4., [102mm] - - _ 01 I? a U crry of eRYaN NJut LN POUF CQNC. AGAI ST �, R �a UND b I IKtjED EA TH FW E �I' r u = m INTO HOLE ARY S� STANDARD 0 0 X I N ( C.L.M. 1�.LW 1V11-11 V HOIL�E TIE-IN � 2" 51mm LETTERING DRAWN B i : , ,•.. •vuuir�im .` ICKBA 2„ [51mm] LETTERING (2) PLACES RE ESS FLUSH LETTERING STYLE: DATE: E - - Bookman Old style PIAN T�IET'Tr - 08 01 12 B0TT011l VLF, LTT TYPICAL CONCRETE DRILLED SCALE: NOTE: N T S PIER FOR AE Lt S TO SANITARY SEWER WATER ' AERIAL SENNTR USEDFORPUBLIC TIGHT MANHOLE RING AND COVER APPROVED, W. P. K. SEWER SYSTEMS ONLY. NOT TO s3-ao BE USED ON PRIVATE SEWER DU S3-0111 SYSTEMS. CTILEIROY TT2432-3 S4-00 �; 54-02 F I G U R E SHEET 1 OFI 2 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED OPEN CUT BY CONSTRUCTION SHALL BE ADEQUATELY UATELY BLOCK SODDED OR HY DROMULCHED LIMIT AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE B/C: GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE , • • . • • , , • • . , • . • , • . • . SEEDED OR SODDED WITHIN 4 C 1 ALENDAR DAYS OF LAST DISTURBANCE. . , SIDE ALES X� APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE 5' ENTIRE TIME THAT AT EARTH HAS BEEN BARED BY CONSTRUCTION ON RUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED - AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER WIDTH (TUNNELING) OF PAVEMENT N 3'-0" MIN. co O , 2' 4 2 2 2 .., NEAREST BELL MAX 6'8' TYP. MAX ; " 6.8.. TYP. STRUCTURAL BACKFILL AREA v JOINT (TYP. " INCLUDES ALL PAVED AREAS 1 M EA: END) m SIDEWALKS STREETS ALLEYS CLR. DRIVEWAYS,AND a - PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT o STABILIZED OPTION NO.2 IN S1-01) OR EXCAVATED SOIL COMPACTED TO 98% MAXIMUM DRY 8„ TYP 1 MIN. CLR. cn DENSITY AS PER ASTM D698 as ° WITHIN OPTIMUM TO +4/° WET OF STEEL CASING CARRIER PIPE CASING SPACER z p _ OPTIMUM (OPTION N0.1 IN S1 01) _ 1 -PC. PULL- _ ON WATER ADJUSTABLE TOP RUNNERS TIGHT NEOPRENE END cn - o co SEAL L W/ STAINLESS TO MAINTAIN 1 MAX CLR. > cn ,. STEEL CLAMPS APS ao° w .. - OR PSI MAX Of . ST NOTE: BAND CLAMP EEL CASING CASING SPACERS -RUNNER MIN. AT SPRINGLINE _ THRU 24' DIA CASING OR 6 -RUNNER 8" WIDE BAND STAINLESS IN SS MIN. (24"-42" DIA. CASING) AS1NG STAINLESS STEEL TYPE 304 STL. TYPE304 8 WIDE BAND W/ PROVIDE 4 POLYMER RUNNERS, TE RUNNERS AT NEOPRENE INSULATION SLEEVE ERS, CEN RED OR NON -CENTERED; BOTTOM BETWEEN PIPE AND BAND �. ENTERED, CLEAR BELL, 45 • RESTRAINED FROM FLOTATION, MIN BIC Q g• .. , POLY ERRUNNER � INSULATED, APS, INC., MOD SSI 8"l M (TYP) OR "CASCAD .. E P 2 CASING DETAIL J� �P S5-03- P G <j. GENERAL NOTES: 4 5 G J 2 -0 2%0" PAVE MIN. 04 �- MENTAREAS I MACHINE BORING. MIN. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED OPEN CUT BY CONSTRUCTION SHALL BE ADEQUATELY UATELY BLOCK SODDED OR HY DROMULCHED LIMIT AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE B/C: GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE , • • . • • , , • • . , • . • , • . • . SEEDED OR SODDED WITHIN 4 C 1 ALENDAR DAYS OF LAST DISTURBANCE. . , SIDE ALES X� APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE 5' ENTIRE TIME THAT AT EARTH HAS BEEN BARED BY CONSTRUCTION ON RUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED - AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER OPEN CUT LIMIT I I : I . SIDE WAL B K MAYBE E . OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER : EVERY RAIN. STEEL CASING ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. - AS REQUIRED CARRIER PIPE STRUCTURAL:: NOTE: - ACKFILL AREA 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE NE CONSTRUCTION.' I_ 2. STEEL C S A INC SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. I : I 3. DRY BORING PREFERRED WE BORING ALLOWED ONLY WHEN !" APPROVED BY HE CITY E'NGI EER. _ T S� OU METER BOX OR STANDARD 'hYPICAL URBAN CITY CLEAN-OUT BOOT �►A `r l'sL - ....,,.� S TREE T CROSSING NOTES: S5-04 1. FURNISH AS SHOWN ON A PLANS MACHINE BORING F' NO/OR AT EACH MANHOLE WHERE f' ' SEWER LINE CROSSES OPEN FIELDS TUNNELING BLACK (TUNNELING) 2. SIGNS TO C -� E CONSTRUCTED FROM DER TEXT SHOULDER SHOULDER ARNI NG 20 GA. STEEL BAKED ONE ENAMEL MEL VARI S E VARIES 10" - FINISH. FURNISH ONE SIGN AND U D E D E N RGRouN s wER ONE POST FOR EACH OPEN FIELD AND AT OTHER L C H R OCATIONS AS - WIDTH OF PAVEMENT. 6 CLEAN OUT STACK CONTACT THE CITY .. 5 0 ( 5 0 SHOWN ON THE PLANS. FURNISH DIP OR PVC BEFORE EXCAVATING MIN. MIN. t FOR EARTH SEE SAME NUMBER OF REPLACEMENT r BEDDING AND SIGNS AS FOR EACH INSTALLED � . ..,. :..• .. .:.• • ....:.:.. ... ...:... TRENCH DETAIL YELLOW 4„(OMITTING MANHOLE NUMBER � ON MANHOLE SIGN . BACKGROUND )) � �,. (NOT A SEPARATE PAY ITEM 3._O,. BELOW DITCH FLOW N ' MANHOLE ) LINE. CEMENT STABILIZED P SAND AS SHOWN 7" NO. " ,. 2 BLACK PRESSURE 2 CUSHION REQUIRED N SENSITIVE NUMBERS STEELCASING-/ CARRIER PIPECOD - FOR ROCK, CONCRETE TO BE ADDED AFTER NOTE: BASIC SIG HAS BEEN N 1. FOR T MORE INFORMATION ION O WATER 10"� PAINTED RM NAND SEWER LINE CROSSING LE SEE CITY STANDARD SPECIFICATION FOR WATER ANO NOT SS THAN 3 WHITE - SEWER LINE CONSTRUCTION: _ • BACKGROUND 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. : STANDARD C 3 D REQUIRED. LLC1.1 V DRY BORING IS REQ r � � T FOR OR MAIN - � • - LINE SEWER WA,RNIN G AND MAl�THOLE ` TYPICAL RURAL STREET CRO . .. .. I SSING 0 o IDENTIFICATION SIGN . 45 BEND _ 55-01 G - 55-02 S5-05 L i I� NOTE: NOTE: 1. ALL MATERIAL LL B A MAT RIA SHALL E ASTM 1. WHERE DOUBLE WYE SERVICE 03034 SDR26 W/ GASKETS v ._ .. ELEVATION IS LESS THAN 2 7 . - 2. ALL SERVICE CONNECTIONS & _ h BELOW PROPOSED BACK OFCURB, EXTENSIONS ARE TO BE INSTALLED O MIN. SLAB ELEV. MUST BE SET TO z ALLOW SANITARY SEWER SERVICE. WITH THE MAIN LINE CONSTRUCTION. SEE NOTE 3 d' DNC. CURB & GUTTE SIDEWALK w (TYPICAL) ) w 2. MARK EACH SERVICE END WITH SEEA"O'JA 3. A CLEAN OUT IS REQUIRED AND CONC. METAL T POST PAINTED GREEN: (TYPICAL) Q rn .: CURB SIDEWALK WILL BE INSTALLED BY THE .:. O _ &GUTTER - " CONTRACTOR AT THE ROW FOR „, .; /\ � _ -' 3, ALL MATERIAL SHALL BE ASTM - 4 PVC EXTENSION EACH SERVICE. CLEANOUT SHALL SIDEWALK D3034 SDR26 W/ GASK S W/PVC CAP O ET z (SEE INCLUDE A BRASS PLUG. �-_: SIDEWALK. ....,.: (E NOTE 3) 4. ALL SERVICE CONNECTIONS & O 2 ` CLEANOUTS SHALL B T 1 0 4. L E EXTENDED 4 ( w EXTENSIONS ARE TO BE INSTALLED \ 3. FEET ABOVE NATURAL GROUND. CLEANOUT :; ... a , ' " WITH THE MAIN LINE CONSTRUCTION. � � PVC WYE WITH � CAP FITTING SHALL BE PLACED ON TOP. ( Ow - PVC CAP w A CLEAN OUT ISREQUIRED D 3.5 MAX. : - • .. IND NOTE 7) 0- 6. w CL AN 1 (SEE NOTE 1.) (SEE NOTE 3) O z 5. LOT CORNERS SHALL BE MARKED WITH 2 WILL BE INSTALLED BY THE PLUMBER I 1 A LATH UNDER THE SUPERVISION OFA - 1 AT THE ROW FOR EACH SERVICE. a 7 WATER LINE RPLS UPON COMPLETION OF I - (MIN.4 BURY) WATE LINE Z CONSTRUCTION 6. LOT CORNERS SHALL BE MARKED WITH R� PVC S 4 ( (MINA BURY) (SEE NOTE 2) A LATH UNDER THE SUPERVISION OFA ;O RPLS UPON COMPLETION OF I PVC (SEE NOTE 4 E ) I SEE 7NOTE 3 CONSTRUCTION O Q. 2.0 2 DESIRABLE 7. WHEN SERVICE CONNECTION IS DEEP, _ O CONTRACTORUST L E M PLACE A VERTICAL 2.0' 2' DESIRABLE T PVC STACK THAT SHALL BE BROUGHT WITHIN I Q SEE NOTE 2 PLAN 3-112 FEET BELOW NATURAL GROUND. 2' PVC STD. 45 PVC BEND SEE NOTE 4 ° � SEE NOTE 5 ' TEE WYE SERVICE FITTING STD, 45 PVC BEND TYPICAL T SEWER WYE AND ND (TYPICAL) , a ASTM 03034 SDR26 PIPE ( 1/$ BEND) TEE WYE E L Y SERVICE FITTING i STD. PVC COUPLING ° WIPE IS NO 1.BE MIN. ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/8° BEND) (PIPE IS NOT TO BE PLACED SEWER LINE ' STD. PVC COUPLING W/GASKETS01.0%MIN, �� ALLOWABLE HORIZONTALLYPLAN ALLOWABLE (PIPE IS NOT TO PLACED SEWER LINE TAPPING AREA TAPPING AREA HORIZONTALLY) .. - - " PR TI _ O LE O PROFILE i BOTTOM LIP OF CONNECTING CITY OF BRAYN PIPE SHALL NOT DIP BELOW CITY OF COLLEGE STATI N G O CENTERLINE OF MAIN. BOTTOM LIP OF CONNECTING 1 PIPE SHALL NOT DIP BELOW SEWER SERVICE LINE CROSSING CENTERLINE DFMAIN. SEVER SERVICE LINE CR IN OSS G 56-00 I L S7-00 I TO BE LOWERED TO FINAL NOTE: O R -O -W OR EDGE GRADE AT TIME OF 1. WHERE DOUBLE WYE SERVICE tr OF EASEMENT PLUMBER'S TIE-IN ELEVATION IS LESS THAN 2.-7„ R -O -W OR EDGE OF EASE v BELOW PROPOSED BACK OFCURB, 4" PVC EXTENSION TO BE LOWERED MENT ww MIN. SLAB ELEV. MUST BE SET TO W/PVC CAP R -O -W OR EDGE R -O -W OR EDGE OF EASEMENT ALLOW SANITARY SEWER SERVICE. w TO FINAL GRADE �~O _ (SEE NOTE 3) 2,0' OF EASEMENT IL AT AL TIME OF ww �- VARIES z 2. MARK EACH SERVICE END WITH I VARIES az PLUMBER'S TIE-IN v duo METAL "T" POST PAINTED GREEN. 2' VARIES z �� 3. ALL MATERIAL SHALL BE ASTM PVC PVC WAP WITH a ALLOWABLE i - D3034 SDR26 W/ GASKETS (SEE NOTE 3) I z-- VARIES 3.5' MAX. TAPPING AREA 0 .1 //\\//\ //\\/I\ (SEE NOTE 1 4• r •..:•..:: - 4. ALL SERVICE CONNECTIONS & :.:. ':.. AND NOTE 6) EXTENSIONS ARE TO BE INSTALLED 3.5' MAX. WITH THE MAIN LINE CONSTRUCTION. SEE NOTE 3 (SEE NOTE 1.) j CITY OF BRYAN BENDS TO BRING m 5: A CLEAN OUT IS REQUIRED AND ? ( PVC (SEE NOTE 3) - STACK VERTICAL W (TYPICAL 45° BEND) WILL BE INSTALLED 8Y THE PLUMBER I O ATTHE ROW FOR EACH SERVICE. (MIN. 1% SLOPE) TI7C Good LI/C, Texas Sc}Ic.° TEE WYE SERVICE i w 6. WHEN SERVICE CONNECTION IS DEEP Q STD. 45° BEND BOTTOM LL of CONNECTING PLAN FITTING (SEWER TEE) ,� PIPE SHALL NOT DIP BELOW I CENTERLINE OF MAIN. PVC (SEE NOTE 2 w CONTRACTOR MUST PLACE A VERTICAL w (MIN. 1% SLOPE) y STACK THAT SHALL BE BROUGHT WITHIN SEE NOTE 5 STACK VARIES 3-1/2 FEET BELOW NATURAL GROUND, 2.0' z IN HEIGHT �n - PIAN w Lu , NOTE: m O w _ PVC (SEE NOTE 3) y 2.0 z 1. ALL MATERIAL SHALL BE ASTM PVC (SEE NOTE 2) p (MIN. 1% SLOPE) STD. 45'B END w D3034 SDR26 W/ GASKETS (MIN. 1% SLOPE) zIll TEE WYE SERVICE 2. ALL SERVICE CONNECTIONS & BENDS TO BRING w EE WYE SERVICE T FITTING (SEWER TEE) TEE WYE SERVICE EXTENSIONS ARE TO BE INSTALLED STACK VERTICAL w FITTING (SEWER FITTING (SEWER WITH THE MAIN LINE CONSTRUCTION. (TYPICAL 45° BEND) WYE AND 1l8 BEND; ALLOWABLE WYE AND 1/8 BEND) 3. A CLEAN OUT IS REQUIRED AND ROTATE AS NEEDED) TAPPING AREA WILL BE INSTALLED BY THE : CONTRACTOR AT THE ROW FOR STANDARD CONNECTIONPROTILE , STANDARD CONNE,CTIONPROH DEFT CONNECTIONPROFILE EACH SERVICE. CLEANOUT SHALL DEEP CONNECTIONPROFILE DRAWN B Y • C.L.M. INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 - DATE: 08-01-12 FEET ABOVE NATURAL GROUND. CLEANOUT CITY OF BRA 1 1 V - CAP FITTING SHALL BE PLACED ON TOP. BorroM LIP of CONNECTING O SANITARY SEWER SERVICE CONNECTION PIPE SHALL NOT DIP BELOW CITY OF COLLEGE STATIO SCALE: N T O CTION CENTERLINE OF MAIN. SANITARY SEWER SERVICE I! ONNECTION. APPROVED: W. P. K. it FIGURE= S7-01 I I SHEET 2 01 2 WIDTH (TUNNELING) OF PAVEMENT 3'-0" MIN. OPEN CUT LIMIT I I : I . SIDE WAL B K MAYBE E . OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER : EVERY RAIN. STEEL CASING ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. - AS REQUIRED CARRIER PIPE STRUCTURAL:: NOTE: - ACKFILL AREA 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE NE CONSTRUCTION.' I_ 2. STEEL C S A INC SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. I : I 3. DRY BORING PREFERRED WE BORING ALLOWED ONLY WHEN !" APPROVED BY HE CITY E'NGI EER. _ T S� OU METER BOX OR STANDARD 'hYPICAL URBAN CITY CLEAN-OUT BOOT �►A `r l'sL - ....,,.� S TREE T CROSSING NOTES: S5-04 1. FURNISH AS SHOWN ON A PLANS MACHINE BORING F' NO/OR AT EACH MANHOLE WHERE f' ' SEWER LINE CROSSES OPEN FIELDS TUNNELING BLACK (TUNNELING) 2. SIGNS TO C -� E CONSTRUCTED FROM DER TEXT SHOULDER SHOULDER ARNI NG 20 GA. STEEL BAKED ONE ENAMEL MEL VARI S E VARIES 10" - FINISH. FURNISH ONE SIGN AND U D E D E N RGRouN s wER ONE POST FOR EACH OPEN FIELD AND AT OTHER L C H R OCATIONS AS - WIDTH OF PAVEMENT. 6 CLEAN OUT STACK CONTACT THE CITY .. 5 0 ( 5 0 SHOWN ON THE PLANS. FURNISH DIP OR PVC BEFORE EXCAVATING MIN. MIN. t FOR EARTH SEE SAME NUMBER OF REPLACEMENT r BEDDING AND SIGNS AS FOR EACH INSTALLED � . ..,. :..• .. .:.• • ....:.:.. ... ...:... TRENCH DETAIL YELLOW 4„(OMITTING MANHOLE NUMBER � ON MANHOLE SIGN . BACKGROUND )) � �,. (NOT A SEPARATE PAY ITEM 3._O,. BELOW DITCH FLOW N ' MANHOLE ) LINE. CEMENT STABILIZED P SAND AS SHOWN 7" NO. " ,. 2 BLACK PRESSURE 2 CUSHION REQUIRED N SENSITIVE NUMBERS STEELCASING-/ CARRIER PIPECOD - FOR ROCK, CONCRETE TO BE ADDED AFTER NOTE: BASIC SIG HAS BEEN N 1. FOR T MORE INFORMATION ION O WATER 10"� PAINTED RM NAND SEWER LINE CROSSING LE SEE CITY STANDARD SPECIFICATION FOR WATER ANO NOT SS THAN 3 WHITE - SEWER LINE CONSTRUCTION: _ • BACKGROUND 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. : STANDARD C 3 D REQUIRED. LLC1.1 V DRY BORING IS REQ r � � T FOR OR MAIN - � • - LINE SEWER WA,RNIN G AND MAl�THOLE ` TYPICAL RURAL STREET CRO . .. .. I SSING 0 o IDENTIFICATION SIGN . 45 BEND _ 55-01 G - 55-02 S5-05 L i I� NOTE: NOTE: 1. ALL MATERIAL LL B A MAT RIA SHALL E ASTM 1. WHERE DOUBLE WYE SERVICE 03034 SDR26 W/ GASKETS v ._ .. ELEVATION IS LESS THAN 2 7 . - 2. ALL SERVICE CONNECTIONS & _ h BELOW PROPOSED BACK OFCURB, EXTENSIONS ARE TO BE INSTALLED O MIN. SLAB ELEV. MUST BE SET TO z ALLOW SANITARY SEWER SERVICE. WITH THE MAIN LINE CONSTRUCTION. SEE NOTE 3 d' DNC. CURB & GUTTE SIDEWALK w (TYPICAL) ) w 2. MARK EACH SERVICE END WITH SEEA"O'JA 3. A CLEAN OUT IS REQUIRED AND CONC. METAL T POST PAINTED GREEN: (TYPICAL) Q rn .: CURB SIDEWALK WILL BE INSTALLED BY THE .:. O _ &GUTTER - " CONTRACTOR AT THE ROW FOR „, .; /\ � _ -' 3, ALL MATERIAL SHALL BE ASTM - 4 PVC EXTENSION EACH SERVICE. CLEANOUT SHALL SIDEWALK D3034 SDR26 W/ GASK S W/PVC CAP O ET z (SEE INCLUDE A BRASS PLUG. �-_: SIDEWALK. ....,.: (E NOTE 3) 4. ALL SERVICE CONNECTIONS & O 2 ` CLEANOUTS SHALL B T 1 0 4. L E EXTENDED 4 ( w EXTENSIONS ARE TO BE INSTALLED \ 3. FEET ABOVE NATURAL GROUND. CLEANOUT :; ... a , ' " WITH THE MAIN LINE CONSTRUCTION. � � PVC WYE WITH � CAP FITTING SHALL BE PLACED ON TOP. ( Ow - PVC CAP w A CLEAN OUT ISREQUIRED D 3.5 MAX. : - • .. IND NOTE 7) 0- 6. w CL AN 1 (SEE NOTE 1.) (SEE NOTE 3) O z 5. LOT CORNERS SHALL BE MARKED WITH 2 WILL BE INSTALLED BY THE PLUMBER I 1 A LATH UNDER THE SUPERVISION OFA - 1 AT THE ROW FOR EACH SERVICE. a 7 WATER LINE RPLS UPON COMPLETION OF I - (MIN.4 BURY) WATE LINE Z CONSTRUCTION 6. LOT CORNERS SHALL BE MARKED WITH R� PVC S 4 ( (MINA BURY) (SEE NOTE 2) A LATH UNDER THE SUPERVISION OFA ;O RPLS UPON COMPLETION OF I PVC (SEE NOTE 4 E ) I SEE 7NOTE 3 CONSTRUCTION O Q. 2.0 2 DESIRABLE 7. WHEN SERVICE CONNECTION IS DEEP, _ O CONTRACTORUST L E M PLACE A VERTICAL 2.0' 2' DESIRABLE T PVC STACK THAT SHALL BE BROUGHT WITHIN I Q SEE NOTE 2 PLAN 3-112 FEET BELOW NATURAL GROUND. 2' PVC STD. 45 PVC BEND SEE NOTE 4 ° � SEE NOTE 5 ' TEE WYE SERVICE FITTING STD, 45 PVC BEND TYPICAL T SEWER WYE AND ND (TYPICAL) , a ASTM 03034 SDR26 PIPE ( 1/$ BEND) TEE WYE E L Y SERVICE FITTING i STD. PVC COUPLING ° WIPE IS NO 1.BE MIN. ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/8° BEND) (PIPE IS NOT TO BE PLACED SEWER LINE ' STD. PVC COUPLING W/GASKETS01.0%MIN, �� ALLOWABLE HORIZONTALLYPLAN ALLOWABLE (PIPE IS NOT TO PLACED SEWER LINE TAPPING AREA TAPPING AREA HORIZONTALLY) .. - - " PR TI _ O LE O PROFILE i BOTTOM LIP OF CONNECTING CITY OF BRAYN PIPE SHALL NOT DIP BELOW CITY OF COLLEGE STATI N G O CENTERLINE OF MAIN. BOTTOM LIP OF CONNECTING 1 PIPE SHALL NOT DIP BELOW SEWER SERVICE LINE CROSSING CENTERLINE DFMAIN. SEVER SERVICE LINE CR IN OSS G 56-00 I L S7-00 I TO BE LOWERED TO FINAL NOTE: O R -O -W OR EDGE GRADE AT TIME OF 1. WHERE DOUBLE WYE SERVICE tr OF EASEMENT PLUMBER'S TIE-IN ELEVATION IS LESS THAN 2.-7„ R -O -W OR EDGE OF EASE v BELOW PROPOSED BACK OFCURB, 4" PVC EXTENSION TO BE LOWERED MENT ww MIN. SLAB ELEV. MUST BE SET TO W/PVC CAP R -O -W OR EDGE R -O -W OR EDGE OF EASEMENT ALLOW SANITARY SEWER SERVICE. w TO FINAL GRADE �~O _ (SEE NOTE 3) 2,0' OF EASEMENT IL AT AL TIME OF ww �- VARIES z 2. MARK EACH SERVICE END WITH I VARIES az PLUMBER'S TIE-IN v duo METAL "T" POST PAINTED GREEN. 2' VARIES z �� 3. ALL MATERIAL SHALL BE ASTM PVC PVC WAP WITH a ALLOWABLE i - D3034 SDR26 W/ GASKETS (SEE NOTE 3) I z-- VARIES 3.5' MAX. TAPPING AREA 0 .1 //\\//\ //\\/I\ (SEE NOTE 1 4• r •..:•..:: - 4. ALL SERVICE CONNECTIONS & :.:. ':.. AND NOTE 6) EXTENSIONS ARE TO BE INSTALLED 3.5' MAX. WITH THE MAIN LINE CONSTRUCTION. SEE NOTE 3 (SEE NOTE 1.) j CITY OF BRYAN BENDS TO BRING m 5: A CLEAN OUT IS REQUIRED AND ? ( PVC (SEE NOTE 3) - STACK VERTICAL W (TYPICAL 45° BEND) WILL BE INSTALLED 8Y THE PLUMBER I O ATTHE ROW FOR EACH SERVICE. (MIN. 1% SLOPE) TI7C Good LI/C, Texas Sc}Ic.° TEE WYE SERVICE i w 6. WHEN SERVICE CONNECTION IS DEEP Q STD. 45° BEND BOTTOM LL of CONNECTING PLAN FITTING (SEWER TEE) ,� PIPE SHALL NOT DIP BELOW I CENTERLINE OF MAIN. PVC (SEE NOTE 2 w CONTRACTOR MUST PLACE A VERTICAL w (MIN. 1% SLOPE) y STACK THAT SHALL BE BROUGHT WITHIN SEE NOTE 5 STACK VARIES 3-1/2 FEET BELOW NATURAL GROUND, 2.0' z IN HEIGHT �n - PIAN w Lu , NOTE: m O w _ PVC (SEE NOTE 3) y 2.0 z 1. ALL MATERIAL SHALL BE ASTM PVC (SEE NOTE 2) p (MIN. 1% SLOPE) STD. 45'B END w D3034 SDR26 W/ GASKETS (MIN. 1% SLOPE) zIll TEE WYE SERVICE 2. ALL SERVICE CONNECTIONS & BENDS TO BRING w EE WYE SERVICE T FITTING (SEWER TEE) TEE WYE SERVICE EXTENSIONS ARE TO BE INSTALLED STACK VERTICAL w FITTING (SEWER FITTING (SEWER WITH THE MAIN LINE CONSTRUCTION. (TYPICAL 45° BEND) WYE AND 1l8 BEND; ALLOWABLE WYE AND 1/8 BEND) 3. A CLEAN OUT IS REQUIRED AND ROTATE AS NEEDED) TAPPING AREA WILL BE INSTALLED BY THE : CONTRACTOR AT THE ROW FOR STANDARD CONNECTIONPROTILE , STANDARD CONNE,CTIONPROH DEFT CONNECTIONPROFILE EACH SERVICE. CLEANOUT SHALL DEEP CONNECTIONPROFILE DRAWN B Y • C.L.M. INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 - DATE: 08-01-12 FEET ABOVE NATURAL GROUND. CLEANOUT CITY OF BRA 1 1 V - CAP FITTING SHALL BE PLACED ON TOP. BorroM LIP of CONNECTING O SANITARY SEWER SERVICE CONNECTION PIPE SHALL NOT DIP BELOW CITY OF COLLEGE STATIO SCALE: N T O CTION CENTERLINE OF MAIN. SANITARY SEWER SERVICE I! ONNECTION. APPROVED: W. P. K. it FIGURE= S7-01 I I SHEET 2 01 2 N /F it HEATH PHILLIPS INVESTMENTS LLC li TRACT 19. 29.175 ACRES L ZONED R 20' PUE 11209/184 n � S42°14? 17 W - 1135.25 15 PUE - — _ - - 11814/267 — SILT FENCE' —300-- -- �-- - —� -- — l�l _ �ht ,_^ �- - —299— 298 — - - — — _ — --300 - OA— /� "...__-\ \ \. '\ ^ ., t.. ..:u.• 31h� - c7^---Jrn'-^.:<..._ri,,..,.r'...--:-.^,gam_ °1=,veia: -e-*L: .. ... _ r— �. r \ — — — �_ .-- -_.-- __—_ 299-- — —_ - - PHASE2 ' r -- _— — —_ .— —_ -- 297—- -- LIMITS OF-- — _ —297—SILT FENCE. ��.. ST �A I• I J _^- — — — — _295— V, 29a X246 = - S �;� �w� "'• � I � 'DISTURBANCE �-� -` -.. -___- � _,-_ r- -- --�- --_ \� \ \� \-' 1'--- a�! 'zss T ^ I_ �-- — — ---- — — 29a_— -- — — ` �\ — X40 20 0 40 PO v PU P ROOM -293-- 13 I \ a'p \ \ \ \ ' .��a� . -'e--.: •1 - n FF =305.0' �'i \\ - lOnl __ - j \ `\` \` \`\ ,\�\ " 7 0 • \ "� ('�/C i- \ 292-. _--- "`'�. ``'� \`\ I SCALE IN FEET ' Ifid, `\ �_ S-8 291 SERVICE ° I \ _ ---290 PHASE 2 PSTER PAD WITH ENCLOSURE 186' FROM FIRE LANE TO PUMP HOUSE y to to s 6 SIDE K ',I I I I / PRIVATE DRAINAGE EASEMENT ` N/F si 'I N' I 11972/43 .\, \ I HEATH PHILLIPS JIsto -a .. `\ `\ \_. +, 4" a. � .. INVESTMENTS LLC" 6 4 IN L T PRbTEcnoN LOT 1, BLOCK 28 \. z m rn N v,� 11.49 ACRES ��� IC�'i ' w j L�END a 1 ZONED PDD I I I N I ( ( ( I I I I '-F n `\ ` SILT FENCE II I I I I I I I I i IN\ ., \ > 1 ( I I ( ( 1 N I I \ ` .� � .. � I / I rn I I ( \ t 'a ( ( (I ( CONSTRUCTION EXIT U I—I O to m II W \\ \\ \ \ iRINLET PROTECTION Q Q N I I I I N (I I I I I I I i I I I ( I `\ \\ ETISTING I I I I I \ I I I I I I m S rn O q I z I I I I I I �. `\ \ �' \ P.�VEMENT .I ( , �r I ___w a T� I ! ( I N 1 ( I a I I N `\\ \ \\ ` (/i Y _ n z ( I I I V N I FII Iiiil IIS I II i I I II ( i I9f II , I I Ico N EXISTING DETENTION POND o ( I ( G ( II I I I I fI i --J SILT FENCE C I I I z I I N I I I I I` .... \, \ �• e I I o I I F I I �\ \` BUILDING :,.- t.?.._ 1 FLOW RIDER I to R I I I I I I' ` \ v '\ \ \ I PHASE 1 \. i' .' �! FF = 304.5' w I I( I a\ SF 30,699 \ I « I 1 II '�` A FF = 305.00' SURF TANK czi �`�`' �`` HEIGHT VARIES 50 GS I ' MAX :.i. ` t 1 I I I\ I I \ �. i I ► 1 III I I I I I I L` `� N �-mcn\\\-`'PHASE r,PROPOSED PIE I I SEE BUILDING \ I III ( N I ' \ o .. \ ` `\\\ \ PERMIT FOR \ ` \ \ N/F m I I 1 / \ v1 ; DETAILS \ I ( I I N ( ( I = \11 Z \� „o"' — I o �,1� �� `\ \\ \ HEATH PHILLIPS INVESTMENTS, LLC =_-:: - - I I TRACT 46, 87.602 ACRES I �, Za . 9627/73 I I I ( ( I) Q, I i \ \, (( I I I N I I I I I h �\ \\ m I' I yc� ,' \ ��` ZONED PDD I II No � m`DN Z: �PRIVATE DRAINAG EASEMENT � \ -60 aD i I I ` E Ii NII I I iI - y m PROPOSED SEWER \ , 11972/43 — — -- — _ W SERVICE PHASE 2 \\ \`,� ` �. 1 1` _2b3 .00 � EXISTING a o \� \� 12" WATERLINE I 2 PROPOSED i BIK RACK 6' SIDEWALK 5_ o x FRE HYDRANT- ind \ \ l U '->u w y ASSEMBLY ) — I z O`t to T.. b 1. \ l \ i f 'll -iG�l X91-- I y Z > \ cn -\ A ( rPH . oo 292 o g �� I l _INLET PROECTION 3p I t - \ — — — __203— INLET \ 3 \ ill�I I -293- — i — — -294— \ \ D , . \� I 19 - 9' PARKING SPACES _ I II 11 I " \ - �// �-nmm�\ \, 2 HANDICAP SPACES ( \ \ 1 i1 11 _ — — _1 -- -- -/// N \ `\` ��ry INLET P S-8 ��a e 11 T L -� .)=_ —� 8 J �. I i 1.11 II L ' —206 295— ��\ /✓ __ -- // (... \, `�\:.. ROTECnONs� _ F, ' V I l` 3S Y 7\ / / ,8 7 9 PARKING SPACES n `I�. I rel n r— _ - CONSTRUCTION _ / ii I � /� \, ,, � ►loll � "l \� EXIT. \ I D ( I 7 9' PARKING SPACES Itil I II II I — -- —_ r k'' \ _ a '\_ 299-- 7 99 -- - / 7 ^ 9' PARKING SPACES rm�r rJ I -- I I� II 11-1- —300- - ! /� ( } III III -- - -- -- — �\ /,/� �- - _.--�-- � \�, i-� -- .._..... S ST ST S _T _ ST ST Sl"— ST ST ST a, IST �T .1`_- ST _ _ `� \ _ _ 5-10 - — 3=to — —INLET PROTECTION l -If T'- - 0 s-10'"—. 5-t0 ---�5 tO0 '� �. INLET PROTECTION — — —` V-12 w-12 / / t__12 —W- 12 w-12 w-tz w -1z — w-12 w-tz yle w-12 -12 w-12 W-12 W-12 _ � II (�! A-tW-12HoJtW-12 W12—W-12 -- W-12 W-12 W-12 W-12 W-12 -1 o -------- W rn 2 W 12 12 WATERLINE - T a _ N — _ __ _ _ _ _- ---_ _____ Ill III 10" SEWER LINE i - I 11 11 t I11I 5'PUE- - 12" WATERLINE l -I -¢ INLET PROTECTION 11209/184 _ tut INLET PROTECTION DEACON DRIVE WEST I I 85' RIGHT-OF-WAY o it t '012* I I ----- Curve Table t 12" SEWER LINE N CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION ^ C1 39.27 25.00 090-00-00-25.00 35.36 1102-45-43-W OVERHEAD ELECTRICAL LINES AE E AE I • 1 t BARRACKS II VICINITY MAP ATI CENTER 2„X4" WIRE MESH (OPTIONAL) FASTENED TO T -POST BUILDli\jG OR WOODEN STAKE N �F �I O,Q PHASE SEDIMENT CONTROL FABRIC NOT TO SCALE N FASTENED SECURELY TO GRAVEL BAG - 9O T -POST OR WOODEN STAKE PROJECT GRAVEL BAG O BARRACKS II SUBDIVISION METAL T -POST OR WITH OPTIONAL WIRE MESH 6" MIN, DEPTH STONE VARIES O / SITE WOODEN STAKE AS {ASTM D448, 3" To 1° jp0• I �� / PHASE 300 REQUIRED TO MAINTAIN. cEOTIExrI�E DIAMETER) 50 P / \ SPACED 6' APART WITH SAME SQUARE �OU G / ~ \/ \ LOT 1, BLOCK 28 8" OF FILTER FABRIC TO FOOTAGE. A 11.49 ACRES CRAWFORD BURNETT LEAGUE - / / / VOL. 11209, PG. 184 EXTEND INTO A TRENCH , A-7 III AND BE ANCHORED WITH EXISTING STREET COLLEGE STATION, BRAZOS COUNTY, TEXAS COMPACTED BACKFILL NOTE: %_____----► -4MINIMUM 12' SHALL BE FULL ,c� DIRECTION FLOW WIDTH OF SITE ENTRANCE ❑ SCALE: }=40' .JUNE 201 // r 1/.I // TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN MIN. NOTE: 61 \7 4" RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET DRESS WITH ADDITIONAL STONE �� OWNER/DEVELOPER: SURVEYOR: OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC AS NEEDED. STONE IS TO BE �< �� HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING 4" CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL MAINTAINED SO AS TO PREVENT P P.O. BOX 262 409 N TEXAS AVE 20" GEOTEXTILE ' BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. FROM TRACKING MUD ONTO OAC r FABRIC v \\ WELLBORN, TX 77881 BRYAN, TX 77803 4"X4" MIN. TRENCH ADJACENT PUBLIC STREETS. 2 \ ALLOW 2.5 TO 5' AT TOE OF * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. SUBGRADE p (979) 229-5906 (979) 268-3195 SLOPE FOR SEDIMENT TO SILT FENCE ASSEMBLY ACCUMULATE. ALIGN FENCE SECTI01VA�i STORAT DRAIN INLET PROTECTION scHut_Tz ENGINEERING, LLC. N.T.S.NGINEER: . ALONG SLOPE CONTOURS. N.T.S. CONSTRUCTION EXIT SILT CONTROL PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 �I THE SEAL APPEARING ON THIS BARRACKS II I SCALE SHEET a DOCUMENT WAS AUTHORIZED BY etis5'�P�•.••••••• ,� o DEVEN L. DOYEN, P.E., ®® •••••:.:••• o Z43 C ultz Engineering, LICENSE NO. 109835 a� * r •••. � * ® OVERALL ►..:�I ITE & EROSION VERTICAL 2730 Longmire Suite A JUNE 19 2014 1A ......................... ECREATION CENTERSao CONTROL PLAN College Station, Texas 77845 109835 HORIZONTAL " 979.'764.3900 TBPE NO. 12327 ISSUED FOR REVIEW PHASE 2 e SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE BARRACKS II SUBDIVISION — PH 300 SHEFT OF PLOTTING SCALE: 1:1 MARK REVISION BY DATE KERB DLD DLD JPS 13-275 JUNE 2014 SCHULTZ ENGINEERING, LLC LOT I BLOCK 28 - COLLEGE STATION, TX FILE NAME: 13-275 SITE SPECIFIC NOTES:GENERAL NOTES: ® I 1. THE OWNER OF THE PROPERTY IS HEATH PHILLIPS INVESTMENT, LLC. THE SUBJECT PROPERTY IS LOT 1 BLOCK 28 OF L THE CONTRALTO _ \ / BARRACKS II R SHALL BE RESPONSIBLE FOR VERIFYING THE (EXACT I �� \_- �^ �%% 124p� SUBDIVISION - PHASE 300. PROPERTY IS ZONED PDD ORDINANCE NUMBER: LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF I I I \ I // THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS / / , / 2. THE DISTURBED AREA FOR THIS PROJECT' IS 0.8085 ACRES (35,218 SF). REQUIRED. -.� •-��� �'\ ®�--_..,_ r - 7/0' J?_91•---.._.._ �' �% DIG TESS: (800) 344-8377 X92-- r' f % jj 1 / / V) I 3. REFER TO GRADING PLAN FOR PROPOSED CONTOURS. ATMOS ENERGY: (979) 774-2506 I - `-2g3 - -- - /tel 4. THIS SITE DRAINS TO THE EXISTING DETENTION POND, SUDDEN LINK COMMUNICATIONS: (979) 595-2429 �V \`� _-.. 294,.,, �- / I VERIZON: (979) 821-4770 ?95• _ ��' - - % / j 5. NO LANDSCAPING IS BEING PROVIDED FOR THIS PHASE. PHASE 1 LANDSCAPING WILL COVER THIS PHASE. •____ 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER 296 % - _ 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIME(;1T 297 / FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTA ON / I 7. TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS PHASE. THESE BUILDINGS ARE ACCESSORY'TO PHASE 1. OF A CONSTRUCTION .EXIT AND SILT FENCE AS NECESSARY• ""'� ""_'--•-..._- �� ,..� :,.".-- "_'-- \_ __299, �-_-.298---. �- ---.�-�'� _ ---30c)- `�- ,- 8. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD N 3• THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING ' - __ - !_ T INSURANCE RATE MAPS FOR THE EROS( 300 _� =s - - - V) I BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 305E, MAP NO. 48041CO310F. EFFECTIVE ON AND SEDIMENT CONTROL DEVICES. INSPECTIONS (SHALL I-- �j �- - - %� DATE: APRIL 2, 2014. BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT QF 1/2" �_ C!I ."�. �.. .,,. ,... .< _ _ , ,,. ... .. ,,,�.+t ._ R t„�. .. >.- R MORE. THE CONTRACTOR �. �.�k.� Ewi,..,.�•, „� _ �.x.. .., .,�` . r_ �, ... „,ws� T � - .. _ .,:, r'�". 4- _ , 4 r~_ SHA R ., L'.r_,._.�,_..!1 ,. r, .t:� �,�. 7" 7 �____- .� ,�.-- x. , -s LL REMOVE A F _ � e -,� •, .ALL MUD D P Tf ,.• I-: � _. nt . ..a r , , . , „�. .. �. , r � _ _,x _.T,,,..� �,a_, « �E OS ED N �3Y . ,>._ : � w4......6:.F�.�'%A pr �' b .; . , .. ... ....., `1.. _ . - _,_ ... . , v .. ..... .... _ , r - L/�/.. r. ( ti':' . .:435 � f - L.',_..ic..__ w...rC'_'-- 4 ... $ ., ... .. .. n. ,..s 4 "� 7 - o. .., or r � . _„ ' p ,. ��,s ...,i'�.r._.a .�-Sats,,v. 3T rs��Jlt��:a,.�.'t� L�.�.#,:-.� �._,> c,_t_�._.._�_.� r�:_..�.�. w._�? ��`., _.. .,.,_�.. .'!�.. ,. ..� �t,. , � r, . _. - _ , - _.... r .,� ® v ^�--._ ,.� .,.-.,,._.... IrfR..,,:.,,,_.:,..I ..:;�.ts +;a?:7 .:,.: ; r'_: G``._," _ : +1`?:..._..,�..:,�s -r.,. ;i : :, r� ,�...i [.;., f / _-•-•-•--�-,- �r,y:�,,.,.• � hi.,_ �.- �` I' 9. ALL RADII AND DISTANCES ARE MEASURER TO THE BACK OF CURB UNLESS OTHERWISE NOTED( THE ADJACENT STREETS A5 A RESULT OF THE CONSTRUCTION OF THIS 3_. ._ _. I PROJECT. If 10. ALL PAVEMENT SHALL BE CONCRETE. REF R! ER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS• 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL I IKE. PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. S-8 5-8S-8 S-8 S-8 -$m-$ - S=$ S-8 �� -S=8 �` S 8 S-8 S=j8 S-8 S-8 S-8 _ 11. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE ire RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM'CITY & INDEPENDENT AGENCIES E) `- 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED BB F3 , a / f� --J k AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND �® /� 8" S �WER SERVICE ( 12. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO, SEEDING ALL DISTURBED AREAS. 7 13. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER BRYAN TEXAS UTILITIES SPECIFICATIONS AND PER BTU ELECTRICAL6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY f I DESIGN FOR OF BRYAN COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS B` SEWER SERVICE / BARRACKS II RECREATION CENTER PROJECT. PH 2 / oo � � I FOR WATER. ALL CONSTRUCTION SHALL 8E COORDINATED WITH E 14. ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE, BRICK, OR CITY ENGINEER'S OFFICE. I „y OTHER ALTERNATIVES AS APPROVED 8Y THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE. 11 y 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 15 SHALL BE IN ACCORDANCE WITH THE FINAL P CITY OF BUILDING SETBACK LINES -. .,. .. - ..:, _= �--^- ..- � r r ; -� :TT, � ..;. ..T- �. ,. _ �_ . ( L LAT AND THE COLLEGE STATION UNIFIED .z:. '�. ..,..' `,�. -� �:.-,, .�.- 5.. ,:. •..,,�.. '�'-'1�"'A [eft :. i..,.7 1 a� ,_ �' "�-., , a � ,T P ;, 'nn "� ..,,..�..-.-.,•--•---• ..d e ..n b,� F t. <�e. �,....-.. .r„..., t.... � ,. I".. a._3._,.- . B,.:t Y: �:_ A _Ss... � - _: µq t t� . -. p., c.=., t^ "" '' L ""' "` + -,::;" B. THE CONTRACTOR SHALL REMOVE THE EROSION L ,�,. � / �� .�. _,� h��:�.�..-r �^�" ..__.._.� .. ..- ;:�..:;, \ DEVELOPMENT ORDINANCE. ( 0 CONTROL MEASURES- I ONCE GRASS IS ESTABLISHED. FRO LIGHT COMMERCIAL STANDARDS: 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING REA00 / \ FRONT SETBACK: 25 FEET / \ SIDE RSETB CK. 7.5 FEET SETBACK: 15 FEET INLETS ADJACENT TO THE PROJECT SITE. N °O STREET SIDE SETBACK. 15 FEET 1 \ 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. 16• ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE 11. EXTERIOR BUILDING ILD G AND SITE LIGHTING WILL MEET THE STANDARDS OF VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT I ( I I } LIMITS OF b c I 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO to UNIFIED APPEARANCE. I I PH 2 , FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNE THAT I}� 7TH �/ 17. REFER TO MEP PLANS AND SPECIFICATIONS. ON BUILDING REQUIREMENTS FOR BACKFLOW PR NTION AND PRESSURE REDUCING THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERLY I I VALVES &PHASE 2 BUILDING CONNECTIONS &INTERNAL PIPING. LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WIL �I BE 4 '� I / D VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF 18: THE PROPOSED BUILDING IS A MULTI -USE RECREATION FACILITY WITH USES IN COMPLIANCE WITH THE PDD. ° :✓ .D w (n OCCUPANCY. I i I L i a 19. THIS SITE LIES WITHIN THE WELLBORN -STEEPLECHASE IMPACT FEE AREA. 12 COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME �^ ' z 20. ADDITIONAL PARKING WILL BE PROVIDED W/PHASE 3 IN THE FUTURE. OWNERS' ASSOCIATION. 6 f V I 21. ADDITIONAL LANDSCAPING WILL BE REQUIRED i Tt / FLOW RIDER Y \, \ - Q WITH FURTHER DEVELOPMENT OFTHISPORTION 0 THE RECREATION CENTER FACILITY. / MP \\ FF = 304.5 a • \ p n a I� I V) F = 5O / • • \ FF -305.0' I E rte,- 2 fi €s p3 ~ z I- mm t �- ,. nl I I I I '` F FT _ gg I r .,.3� .. U / m , ..ec 1� • N h w I I ul6ra 30 w i ii 6' SIDEWALK v N ( ` Uj N a_ � a I I i ® / ren Z� n to cv Z I I ° P. p-• 2 t rn I p p QO Z I I y I F=.?'v '�z; - .D .d. A _ 6A - A :'D• D D .. p 1 Y I I I qS 3 I P74uIa !J d d °. P. p! p.A a •.D a•V e D- D. AD .D A D.. •. •h .. ..•_ p/ .'. A .DA. - 1 0' 1- d -p�,l - P. ':- .a •..A N e p 4 D A b e. A p D R .P P' .• p - a D f aA 00 p i I II II 8" SEWER (n N I I N UnLI 1 1 DEMAND #3 rn r7 LINE -PH t I 3 `� WATM PARK a= f I Ik?t BUILDING WATER DEMAND PER BUILDING I f PHASE 1 6" SEWER LINE ( 1 I MINIMUM O GPM (n SF = 30,699 _ PH t N 1 I y AVERAGE 25 GPM FF = 305.00' ' MAXIMUM . (PEAK) 100 GPM PARKING ANALYSIS D 10,5' 3 �' 1,5 DOMESTIC WATER METER FOR HEIGHT VARIES I I W / 50' MAX e I I I j o m PUMP HOUSE PHASE 1 PARKING: IIe r s/ S� 134 SPACES REQUIRED i SE ER UTILITY NOTE IA e n p ST - ST +-- ST T - ST,oy N Z tl i N SEWER ER SERVICE FOR PUMP HOUSE 141 SPACES.AVAILABLEPRDED I O� I USED FOR FILTER BACKWASH. FILTER D • D l I U BA ' KWASH IS ESTIMATED TO BE 300 PHASE 2 PARKING: 1. WA P A BIKE RACK I I GPt FOR 3 MINUTES PER FILTER (3 J ( t S VICE TO W W. D` P P HOUSE a W' y, n W I I W FIL ERS TOTAL). FILTERS WILL NEED _ - H _ -s -- . ='S ? t TO BE PERIODICALLY BACKWASHED. ST - ST ST - ST p I I Q 7 SPACES PROVIDED a. W ( -- �_ / D ; _ .e . - n A Sip$ -� - p. - S-8 In N 1 I N I D GAS. A ($AS -•---- (SAS ASa - GAS A e A .D ' ,p p 'D p ca ( T 5' SIDEWALK cn - w ( I / d ° 6 AD • n . • ➢ D : GAS r D: GAS GAS . -AGA . SI- GA' z GA I 1� I t'1; D 9 U N p .� �' D flRE WiE D W ZUj E - to N Z a• r ." � I ` 1 CNI to 3 n @ "i: - i - n o 11 _1 N N I1 /� �� ?� 1E STING WATERLINE2•BARR"MODKS 11 15 P.U.E W 11814/267 yy q _ e 3 e a D 3Ndl 3at3 / 6N - ------ ------ -- - v TI a e -e_ 8" SEWER C� -I- i I 24' - - -� s� �' LINE -PH 1 3 `' f f - FIRE LINE ` I Ij s \ \ D PH t FIRE CURB OPENING • ' �°+. HYDRANT "S'• 1"S - 15 S ' -1 S 1S 1S - S S 1S 1S 1 1S 1S 9-NASSEMBLY 'G 27.11'F 00 N f3 \ 3 a H A S% E :14gr %•/F , !/ 11 / %! / / / I i OLAl10rN ./.V ALVE r LAN iirl, 12 W-12 IIJ ! ✓ / f - _ fl/ WI W \C - 1J2 -W-12 f W-12IS 4 9' PARKING SPACES -2 2,9HANDICAP SPACES 1 PH 1 FIRE 1 f/ HYDRANT f/ 4 - ff / 2�N 11 ' \ \ \\\ \ r� 11 SUBDIVISION 12" WATERLINEPUMP HOUSE AND ENCLOSUi 11209/184PHASE 300 11 9' PARKING SPACES LOT 1, BLOCK 281,5" WATER ASSEMBLY -M- zt-M zl-M z-M,EXISTING ztMETER FOR DUMPSTERPAD 15P.U.E. !302 14 - 9PARKNG SPACES 2 - 9' HANDICAP SPACES f! J V 24' 20 10 0 201 ,RE -flRLAN,E -,RE/E-! I ! /n / RE LAdE- �' ---�--. ,RE tl+NE --T.RE LANE -----� ,R LANE FlRE LANE � ! .{� E LANE E r 11.� ACRES RE / I ,/' ,l , � EXISTING I % i v ! / 12" WATERLINE N VOL. 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 EXISTING COLLEGE STATION, BRAZOS COUNTY, TEXAS ' 12" SEWER LINE »=20 f Exls„NG SCALE: 1 JUNE 2014 ,1 12" WATERLINE i / /` /' i N OWNER/DEVELOPER: SURVEYOR: HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING EXISTING 5' PU.E 10" S P.O.X 262 409 N TEXAS AVE WELLBORN,TX 77881 f N EWER LINE BRYAN, TX 77803 ME f it (979)229-5906 -3195 Ol-S �$ 979 229-5906 979 268 / % 1 / l I' / % % / / /J / /� /! j / ;�, '� EXISTING ! / f \ ENGINEER: / / / / / ! MANHOLE 32J f / 3 3a, I / 3Nb1 3 !/' 3 3a 3NV1 3211f----3NN1 3aLf- SCHULTZ ENGINEERING, / ' / ! / ' ` / / F LLC. I , I / /- f / ✓ / /j / /'/ r/ / / / ! 4/ ' EXISTING N -G LfP� ARJKIN/ G SPACES 14 9' PARKING SPACES 10 9' PARKING IN FEET PO BOX 11995 EXISTING LICOLLEGE STATION, TX 77842 PAVEMENT 10* SEWEREXISTING / (3 (979)764-3900 t _ THE SEAL APPEARING ON THIS p� ( yam" DOCUMENT WAS AUTHORIZED BY hultz 1 1 i� e e 1� LLC DECEN E DOYEN, P.E., LICENSE N0. 109835 2730 Longmire, Suite A JUNE 19, 2014 LL College Station, Texas 77845 ISSUED FOR REVIEW 979,764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD I DLD JPS 13-275JUNE 2014 111, 00 SPE OF 7: �iii• � ••''t it 7` t z* ..................::.k.. ...`DEVEN L. DOYEN v 109835... r' •�•� 0 EN r;.••' -. t FIRM # 12327 SCHULTZ ENGINEERING, LLC BARRACKS II IRECREATION, CETNTER PHASE 2 BARRACKS II SUBDIVISION - PH 300 LOT I BLOCK 28 - COLLEGE STATION, TX r / f jz_- J, 321 f ' 3WV1 3aL9- ! /n / RE LAdE- �' ---�--. ,RE tl+NE --T.RE LANE -----� ,R LANE FlRE LANE � ! .{� E LANE E r 11.� ACRES RE / I ,/' ,l , � EXISTING I % i v ! / 12" WATERLINE N VOL. 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 EXISTING COLLEGE STATION, BRAZOS COUNTY, TEXAS ' 12" SEWER LINE »=20 f Exls„NG SCALE: 1 JUNE 2014 ,1 12" WATERLINE i / /` /' i N OWNER/DEVELOPER: SURVEYOR: HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING EXISTING 5' PU.E 10" S P.O.X 262 409 N TEXAS AVE WELLBORN,TX 77881 f N EWER LINE BRYAN, TX 77803 ME f it (979)229-5906 -3195 Ol-S �$ 979 229-5906 979 268 / % 1 / l I' / % % / / /J / /� /! j / ;�, '� EXISTING ! / f \ ENGINEER: / / / / / ! MANHOLE 32J f / 3 3a, I / 3Nb1 3 !/' 3 3a 3NV1 3211f----3NN1 3aLf- SCHULTZ ENGINEERING, / ' / ! / ' ` / / F LLC. I , I / /- f / ✓ / /j / /'/ r/ / / / ! 4/ ' EXISTING N -G LfP� ARJKIN/ G SPACES 14 9' PARKING SPACES 10 9' PARKING IN FEET PO BOX 11995 EXISTING LICOLLEGE STATION, TX 77842 PAVEMENT 10* SEWEREXISTING / (3 (979)764-3900 t _ THE SEAL APPEARING ON THIS p� ( yam" DOCUMENT WAS AUTHORIZED BY hultz 1 1 i� e e 1� LLC DECEN E DOYEN, P.E., LICENSE N0. 109835 2730 Longmire, Suite A JUNE 19, 2014 LL College Station, Texas 77845 ISSUED FOR REVIEW 979,764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD I DLD JPS 13-275JUNE 2014 111, 00 SPE OF 7: �iii• � ••''t it 7` t z* ..................::.k.. ...`DEVEN L. DOYEN v 109835... r' •�•� 0 EN r;.••' -. t FIRM # 12327 SCHULTZ ENGINEERING, LLC BARRACKS II IRECREATION, CETNTER PHASE 2 BARRACKS II SUBDIVISION - PH 300 LOT I BLOCK 28 - COLLEGE STATION, TX ® =sum REVISION m •'� i h' Itz c Eng- ul-eE 2730 Longmire, Suite College Station, Texa 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD . DLD JPS 13-275 MAY 2014 L DOCUMENT IS SED FOR THE OF REVIEW ONLY E AUTHORITY OF. L. DOYEN P.E., NO. 109835, AY 21, 2014. TO BE USED FOR R CONSTRUCTION RPOSES. PLOTTING SCALE: 1;1 FILE NAME: 13-275