Loading...
HomeMy WebLinkAboutDrawingsCERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS APPROVAL OF PLANNING AND ZONING COMMISSION METES AND BOUNDS DESCRIPTION �_� ` OF A 6.238 ACRES TRACT OF LAND COUNTY OF BRAZOS I, Chairman of the Planning and Zoning Commission of th City of College Station, Texas, hereby certify OUT OF THE ROBERT STEVENSON SURVEY, A -54 Y a that the attached lot was dui _ SECTION 13 a pproved b Y the Commission on the day of _.~__ �� ----- - - - - - - -- 2003. I, Wallace Phillips, Manager of Greens Prairie Associates, LLC, the General Partner of Greens Prairie Investors, Ltd, a Texas limited partnership, COLLEGE STATION owner and developer of the 6.238 acre tract shown on this plat, and designated herein as Castlegate Subdivision, Section 13, in the City of College BRAZOS COUNTY, TEXAS Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, arks, easements a _U Chairman �__ All that tract or arcel of land I in P and p y g and being situated in Brazos County, Texas, out of the Robert Stevenson Surve, A -54, public places thereon shown for the purpose and consideration therein expressed. y and been - - - - -- more particularly described by metes and bounds as follows with all control referred to the 1983 Texas State Plane Coordinate System Lambert Projection, Central Zone: BEGINNING at a point for comer having a Texas State Plane Coordinate Value of Y= 10,185,797.74(N), X= 3,571,490.90 (E) and being Nc • -� 86'51'18" West, a distance of 3,257.05 feet from Monument #137 referenced to said Coordinate System, also being a point on the nor Wallace Phillips, Mona er CERTIFICATE OF CITY ENGINEER right -of -way line of Castlegate Drive(60' R.O.W.) as recorded with Section 9, of the Castlegate Subdivision, Vol. 4820, Page 94 -96; THENCE along the common line between this tract and said right -of -way line of for the following calls: I-� City Engineer of the City of College Station, Texas, hereby certify that this Subdivision conforms to the requirements of the & division Regulations of the City of College Station, Texas. Around a curve to the left having a delta angle of 26'36'28 ", an arc distance of 222.91 feet, a radius of 480.00 feet and a chord of l North 55'48'26" West, a distance of 220.91 feet to a point of tangency, North 69'06'40" West, a distance of 119.18 feet to a point of curvature; City E give STATE OF TEXAS Around a curve to the right having a delta angle of 88'28'12 ", an arc distance of 38.60 feet, a radius of 25.00 feet, and a chord of COUNTY OF BRAZOS North 24'52'33" West, a distance of 34.88 feet to a point of compound curvature, also being a point in the south line of the Section CERTIFICATE OF THE COUNTY CLERK of the Castlegate Subdivision to be recorded; Before me, the undersigned authority, on this day personally appeared Wallace Phillips known to me to be the person whose name is subscribed THENCE along the common line between this tract and said Section 10 for the following calls: to the foregoing instrument, and acknowledged to me that he executed the some for the purpose and consideration therein stated. STATE OF TEXAS COUNTY OF BRAZOS Given under my hand and seal on this JJIL day of _-- , 2003. Around a curve to the left having a delta angle of 06'38'45 ", an arc distance of 236.04 feet, a radius of 2035.00 feet, and a chord c `;�.,� North 16'02'10" East, a distance of 235.91 feet to a point of tangency; County Clerk, in and for § 1tid county, do hereby certify that this plat together with its certificates of y authentication was filed for- record in my office the _O_ day of - - - - - -, 2003, in the Deed Records of Brazos North 12'42'48" East, a distance of 48.24 feet to a point of curvature; ' >• ` 'AULA DAVIS n _ - - - - -- County, Texas, in Volume r2-L1 Page - - - --�� G� 1 . T I - - -- - . P ublic,.statE�d_T_4xs.3 _. -Nota Public Brazos = .Count Texas � c _ .._._ -_ - - -- _ _ - -- _ - y xas - :'�I- ,.�.E..S THENCE along the common fine between this tract and said Section 10, and the Greens Prairie Investors, Ltd. remainder of a 316.0221 my hand and officlaF Seal, at- my e -m - 9ryan Texas:- -_'_� - - -- _ �. _ _- __ -_ _, r Co Y 15, on Eapl,w acre tract, as recorded in Voi. 3905, Page 55, of the B.C.O.R., around a curve to the right having a delta angle of 26'58'00 ", an arc MAY 15, 2007 distance of 454.19 feet, a radius of 965.00 feet, and a chord of North 26'11'48" East, a distance of 450.00 feet to a point of tangen THENCE along the common line between this tract and said remainder of the Greens Prairie Investors, Ltd. tract for. the following. calls:! County Clerk Brazos County, Texas North 39'40'48" East, a distance of 28.69 feet to a point for corner; Doc Bk Vol Pg South 50'13'57" East, a distance of 192.83 feet to a point for corner; Q , 00826856 OR 5547 171 �, �\ E--) - South 35'11 46 East, a distance of 208.49 feet to a point for the east corner of this tract, also being the northwest corner of Sectiol ( ' ' _� • 8 of the Costle ate Subdivision as recorded in Vol. 5002, Page 152 -153; Filed for Record in: �� L AX V TIT THENCE along the common line between this tract and said Section 8 for the following calls: cC� �\ \� \ \ , ; On: aug 0.200 at 03:19P South 28'44 29 West, a distance of 275.56 feet to a point for corner; 'fr �• `) \ \ '' r _9_0 as a South 18'17'52" West, a distance of 381.o e BEGINNING containing 271,731 s quare feet � 91 feet t the PLACE OF ' '7 A 0 �-- 10' P.U.E. ! `�" f� P lats 9 q et or 6.238 acres. p2 � I N \`• CASTLEGATE SUBDIVISION 6J 1 0 r:PAI< ltt�?`: �,,, , 5 6, \ 5 P.U.E. i cfl CERTIFICATE OF SURVEYOR O SECTION 10 1 3 \ VOL. 5349, PG. 128_ �V�,� 15' a t -- - C , r 1 ®oun ��.1�4� STATE OF TEXAS COUNTY OF BRAZOS ZONED PDD -H �' � -�' G J O U� , � 1 �► d� 1 - {(Y� "E W Receipt Nu ®ber � I, Dante Carloma no, Registered Public Surveyor No. 1562 in t he State of Texas, S C, G a' , N3 I \ 'V c 5g 5 / / 1 132.9 I (3"1 50 25 0 50 y' .\ •, \ ` ;. -' u , � � ' i --4 Betty` King 9 9� y y Y that this plat is true hereb certif N + 1 \ P.U.E. & _ SCALE IN FEET and correct and was prepared from an actual sur of the w 6 PUBLIC oo - y property and that the property m leers a 10 P.U.E. �\ _, 0 � � '� �, m were placed under my supervision on the ground. m6 wk � 12 DRAINAGE I 5' P.U.E. 34, -' / loo EASEMENT ( N ' h' + 5 -�i. L 10' (WIDTH VARIES) I t STATE (F Tf 65 �• La � _ _ _ _ ! t�XNilr � 4b � _ _ � v � `Z _,�, 1 hereby certify that this instruaen +, gas ante Carlo no, R.P. I OANTECARLOivIA 2 s 4 5' �/ ( Q � N4s•5o' filed on the date and tide staa ed hereon by lip 9 1562 r e3rro LOCK 2 5� 6/ Y� \,8\D \ 45 E 2s.a6 and was duly recorded in the vo�o�e and gage P. __ N a- �� 1562 +r• G� Yo °lee P��M 10.00 ► 20 IV I of the naaed records ef' '� '' 07'e �g Dc �, �" 62/ / �' 1C,b ��8 - L - / 5 a P.U.E. � ! % W�\u' >. 3 GJ�•/ � ,l 21 _ sr. (WIDTH li; CO �\ / _ `VARIES) 20' 'g 34 5' \ P.D.E. 2 P.U.E. \ rn 1 \ `9° 13.8 ' 1� / '; G3 N ` G / -- C O O. 10 \ o 1 � 2 GREENS PRAIRIE INVESTORS, LTD. 5' P.U.E. o \o GJ / a� o MIN FF=o' �'� i REMAINDER OF 316.0221 ACRE TRACT / /g' BLOCK 1 cp \� MIN FF= �: 3 91 10' j VOL. 3905, PG. 55 G, 1 55 5 306.50 �- y 1 /�\ 7� 16.91 CA p 20' P.U.E. ��0 > DRIVE ` \ a // / \ \\ poi °2��g /; , 1� 2� 8 oo a, \ MIN FF= , , E,�2g,1 20251,' VICTORIA i 6 \ ` / ��J / �� >. +� 9.6 lM8 .4g E 0 �' - � G J 1 . c: \` MIN FF= 307.00 AVENUE, i \ - � � D� 9• > 2 Z SECTION 9 \' + \ \ 1 9 rn, \ �� 307.50, 55 V VOL. 4820, � 6) �J •- PG. 94 -96 10' P.U.E. °2� �� p0 y,\ 0. FF= �L ��� , MIN FF= °o. 20 5 11 1° / GJ ,� �� \ - . 9 30 4i? + A o?. V. / o \ 308.50 �• l �O1V1�0� 1'iCA �' rn •- / - \ 20 P.U.E. ��\ \ 6'. ¢° .� O W C / 5\ 0� 20' P.U. / /�G / 1V O. Vv \� �\ 2 1g P.U.E. � \�,+, +� / a\\ M IN 0 � 2g 28' S� �� N S �\ �" i � 0� / � / / 2.72 AC. Q \N' 5' P.U.E. '3`0`x.00 5/ COMMON AREA 00 W.\ 9�• " � �'# N0.7 &PRIVATE \ \ MIN .� 4 � � / -bb EA EMENT -A LIMITS OF 3 . m �� � �. �� 0.03 AC. 100- YEAR o w A 09 50 S �� / FLOODPLAIN \ A cP \ � �� 310.00 59. 1 ,► �. .� ,�,'. \ 0 \ \ 1 - 9 /�/ "�•� w, 00 �_ \ c� COMMON / �"✓ 1 ��� -• ^\ \ \\ �\ AREA 140.8 0)13 Ad /�_, 20' P.U.E. s.0 GREENS PRAIRIE INVESTORS, LTD. \ k' REMAINDER OF ` + 316.0221 ACRE TRACT ' �' ...� I I ♦ / / / Lr9 `� / \ VOL. 3905, PG. 55 o QJ CASTLEGATE SUBDIVISION \\ SEOTIQN 8 VOL. PP . 152 -153 ZONED i P.O.B. ! i 6 $ `� /' \ � Y= 1018 797.74 X= 571490.90 ik2 / I / 7 �� M UNT #137 HPIDS MK as staaped hereon by ae. A 1_I g X 0 L_ 4 01 Mi1 f KAI1 Q0 CaNTY CLERK HRiZOS W CURVE TAB LE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 222.91' 480.00' 26'36'28" 113.50' 220.91' N55'48'26 "W C2 - 38.60' 25.00' 88'28' 12" 24.34' 34.88' S24'52'33 "E C3 236.04' 2035.00' 6'38'45" 118.15' 235.91' N16 *02'10 "E C4 454.19' 965.00' 26'58'00" 231.38' 450.00' S26'11'48'W C5 38.66' 25.00' 88'36'33" 24.40' 34.92' S29'46'41 "E C6 40:33' 25:00'- 92'20`03" 26.09' 36.10' N59'42'01 "E C7 187.08' 775.00' 13'49'50" 94.00' 186.62' S20 "W C8 37.54' 25.00' 86'01'51" 23.33' 34.11' N15'42'06 "W C9 40.60' 25.00' 93'02'57" 26.37' 36.28' S744 5',30"W C10 40.60' 25.00' 93'02'57" 26.37' 36.28' S12'11'33 "E C11 10.66' 25.00' 24'26'27" 5.41' 10.58' S70'56'1 5 "E C12 117.73' 50.00' 134'54'44" 120.45' 92.36' N15'42'06 "W C13 10.66' 25.00' 24'26'27" 5.41' 10.58' S39'32'03 "W C14 175.01' 725.00' 13'49'50" 87.93' 174.58' S20'23'S5 "W C15 11.43' 25.00' 26'11'36" 5.82' 11.33' S00'23'11 "W C16 126.38' 50.00' 144'49'15" 157.72' 95.32' N59'42'01 "E C17 11.43' 25.00' 26'11'36" 5.82' 11.33' N60'59'1O'V C18 C19 38.66' 25.00' 88'36'33" 24.40' 34.92' S61'36'46 "W 17.04' 515.00' 1'53'46" 8.52' 1 17.04' N68'09'46 "W VICINITY MAP LINE TABLE LINE LENGTH BEARING L1 119.18' N69'06'40 "W 1 - 2 48.24' N12'42'48 "E L3 28.69' N39'40'48 "E L4 36.40' N74'04'58 "W L5 24.29' S27'18'50 "W L6 34.58' S58'43'02 "E L7 36.02' S58'43'02 "E L8 25.73' S27'1 8*50"W L9 35.38' N74'04'58 "W L10 35.00' S22'47'07 "W LEGEND PLAT BOUNDARY ROW LINE PROPERTY LINE O PROPERTY CORNER - - - - - - - - - PUBLIC UTILITY EASEMENT LINE _ 1 QO -YEAR FLOODPLAIN LIMIT w - .W "• -. - (PER FEMA) BFE =29 r BASE FLOOD ELEVATION (BFE) rua��' NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND A$ MONUMENTED ON THE GROUND. 2. THE PROPOSED BUILDING SETBACK LINE REQUIREMENTS ARE AS FOLLOWS: 20' FRONT, 20' REAR, 15' SIDE STREET AND 5' SIDE. THE MINIMUM DISTANCE BETWEEN BUILDINGS IS 10 FEET, 3. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT HOUSING (PDD -H). FOR SECTION 13, THE MINIMUM LOT SIZE IS 4650 SQUARE FEET AND THE MINIMUM LOT DEPTF 85 FEET. VARIABLE LOT WIDTHS ARE REQUESTED. THE MINIMUM LOT WIDTH AT THE STREET RIGHT -OF -WAY IS LESS THAN 50' FOR LOT 3, BLOCK 1. VARIABLE LOT DEPTH IS REQUESTED. M LOT D W BE L T HA N 1 00 FEET. NO S IDEWALK IS PRO ALO CARISBROOKE LOOP.HE O S WILL MEET E REQUIREMENTS OFF R-1 ZONING UESPECIF OTHERWISE. 4. IRON RODS WILL BE SET AT ALL LOT CORNERS AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION. 5. A PORTION OF THIS TRACT IS WITHIN A SPECIAL_ FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041 CO205 D, EFFECTIVE DATE 2 -9 -2000. THE MINIMUM FINISH FLOOR OFF) ELEVATIONS SHOWN ARE 3 FEET ABOVE THE BA: FLOOD ELEVATION (BFE). 6. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE ARC LENGTHS 7. NO DRIVEWAY ACCESS TO VICTORIA AVENUE IS ALLOWED FOR LOTS 1 & 13, BLOCK 1, OR LOTS 1 THRU 7, BLOCK 2. 8. THE COMMON AREAS WILL BE MAINTAINED BY A HOME OWNER'S ASSOCIATION (HOA). o 0 o �Gi- 0 .L ono' s 0 0 PROJECT LEY LO ATION TRAC Future State Highway 40 Alignme CAS SUBD ON � o� Q� N CITY LIMITS NOT TO SC ALIC , FIN P LA CASTLEGATE SUBDIVISION SECTION 13 6.238 ACRES BLOCK 1, LOTS 1 -13 BLOCK 2, LOTS 1 -7 ROBERT STEVENSON SURVEY A -54 COLLEGE STATION, BRAZOS , COUNTY, TEXAS SCALE: 1' =50' MAY, 2003 OWNER /DEVELOPER: REVISED JUNE, 2003 Greens Prairie Investors, Ltd ENGINEER: by Greens Prairie Associates, LLC 4490 Castlegate Drive College Station, TX 77845 C SURVEYOR: Dante Carlomagno, RPLS No. 1562 Gene C O n t r a d o r S'' CARLOMAGNO Surveying, Inc. Joseph P. Schultz, P.E. 2714 Finfeather Road Bryan TX 77801 1707 Graham Road (979) 775 - 2873 College Station, Texas 77845 (979) 690 -7711 w D eveloper: Greens Prairie Investors, Ltd I Prepared by: OVERALL LAYOUT & STORM WATER POLLUTION PREVENTION PLAN - )Mr r PLAN/PROFILE CARISBROOKE. LOOP, PLAN/PROFILE WATERLINE W-1. STA. 0+00 STA. TO 7+36.19 2 TE C N PLAN/PROFILE SEWER LINE S-1, 0+00 TO STA. 04`00 TO 4+78.60 3 SEWER LINE S-2, STA. 0 TO 1 +24..64 4 ��ral Contracors STREET & PAVEMENT DETAILS WATERLINE DETAILS 5 SANITARY SEWER DETAILS 1707 Graham Road TRENCH SAFETY DETAILS � �� 7 Colle ,qe Station, TX 77845 P qM41 11 T7 8 (979) 690-7711 'I . ~ - STAKES-S' SPACING OR ~~^~F r HAY BALES AND SILT FENCETO` ~ Y PO5TS-10' SPACING BE USED INAREAS OF CONCENTRATED - - PEA GRAYEt QR SAN[1 FlLLED NYlOR8AG5 - L~1~ ~ ` (OR APPRCIYEO EWNALERI) ' ~ ~ s ~"i d' HE7GH1' (NINJ, WO ENU TO ENO. STAKES-1'x2' ;1`.' uJ'`rn DRAINAGE FLOWS.. ~ - WIRE fENCiNG TO SILT FENCE FABRIC PROVIDE SUPPORT r STAKES-1'x2' TO FABRIC 2 PER BALE ge PAVFNENT AREA EDGE OF.6UT1Eti ~ * -4~ a 3' DIA CRUSHED STONE, MIN. THICKNESS - 6' ~.2 PER BALE DIRECTION OF FLOW MIN. ROCK EXR LENGTH - 3D', SIZE, tACATION DTTOM OF BALE TO 9E ~ ° - MIN. 3' BELOW GRADE ~ e raeau CC AS SHOWN ON THIS SHEEP. WIRE FENCING TO .SILT FENCE FABRIC IXISTING GROUND ,~QS~~~ ~ ~5~~ 70P Of CURB •••pro• au oeaar• ~ ~'q° PROVIDE SUPPORT - TO FABRIC DIRECTION OF FLOW ~9°b ~,~~3 - 4' IXI511NGGROUND - BURY BOTTOM FLAP E%ISTINC OR PROPOSED 15' MIN. NAL ~ . PUBLIC ROAD OR SIRETl' ~ ' 1Y MIN. DEPTH 4. ~ ~ ~ ~ BURY BOTTOM FLAP _ 18'. MIN. DEPTH ~ rf -f cuRR/cRAtE wLET oR Jurx~ eox BELOW IXISMG GROUND - C. SILT FENCE 12` MIN. DEPTH - THE IXR SHALL BE MAINTAINED MID KEPT IN A CONDITON _ INLET PROTECTION HAY BALE - THAT PREYENiS MUD FROM LFANNG THE SRE ADDITIONAL _ : - NTS NTS CHECK DAM Z CRUSHED S10NE SHALL 8E ADDED AS NECESSARY. NOTE: ..SILT FENCE W/ .CONSTRUCTION EXIT `HAY BALES NTS. F - p U ~ O ~vd..~ 1. TOPOGRAPHY SHOWN IS FROM FIELD SURVEY rn ` ~ NTS NTS DATA AND AERIAL TOPOGRAPHY PREPARED FOR Q o 1- ~ THE CITY OF-COLLEGE STATION IN 1994. ~ m ~ ' rooo, . ~ ~ _ , ,r, y ~ , . ~ ~ ; I ~ , ~ ~ ; ~ - . , - _ . Ir _ _ _,r.~ , . - , _ . _ _ . , ` " _ _ , ; r. ~ _ _ . ' ; , r . , - v ~ ~ . s _ - - - , - : , - - r, ~ _l, - _ ~ ; I ~ y. i , i ~ ~ I ~ ~ , ~I . . l i f I t I . ~ I ' ~ - l l . i:. , ~ , j I ,!!.r ~ _ -yam ~ I^~ ~ 1 / u_ . , , . - I ~ ~ I , ~ { , ; _ ~ : _ . , _ ; ; , - ~ _ : : ~ ; , . . - - - - v. ~ , , - - ~ r a r a _ - , ~ - - - - - _ _ - • ~ n s , r~ . - ~ _ - m ! / { ~ ~ ~ d" - , - ~ , Y ~ w_ - i ~ t _ ; " 1 _ i _ • . r , . ~ - s , ; 4 - , , , A P' / 2 J ,k i ~ .v' I a ~ l . , : - y: - - a ~ 1 i 1 M 1 ~ a,~~ ` 1 s{ ; _ _ , 'L s - ~ i ,i , 7 i - - r ; , ; ' 1V fff - , "1~i1{ ~ c-.i . - ~ i ~ - 1 q N 0 1 , ' ~ , . , • ~ I,. . ; , 8 , 5 _ _f , s . Y . ' ~ i I I ~ ~ V~ , , E - , ~ _ ~ , ~ ~ g . . _ \ , cj _ e = . - _ • ON ~ ~ - ~L. - . 1 . _ . ~ ~I , G - , - r ~K._ ; , - f ; I A~, s i O ~G • 1 ~ - - - EXISTING : _ ~ _ ; 4' E A ~ GP x W LK ~ EXISTING r ` ~ t o _ , - = , , . ~ r ' ; . ; 4' SIDEWALK _ - + ~ A ` s , 's _ ; , s t - - _ _t - i . s~ _ ~ _ . _ - ~ r - ~ ~ ~ r-~ i , - : ~ . ' , ~ - s 1 _ ;.~d~ x ~ f _ _ ! ~ ~ w _ : I - ~ - l + , , ~ SEWERLINE S-2 - I ~ - - ~~1 ~ I ~ , , .r . - - ~ ~ ~ ~ I . / : . . ~ ~t , , - , ~ - ' ~ !F , ~ ~ ~ - t , , ~ ~ r ~ ~ I ~r 1 _ Q-: + / ' , _ i " C HOC .~1 r ~ / ~ \ n = i / 'J'. , '1 1 / f" ~ ~.;k / ~ 1 ~ ~ ~ ~ s~ ~ ~ - i a ; to _ f - ' , V,CONSTRUCT N EXIT ~ 7 r - - 1- - , rlNC -°-i 1 RLI 'tiil-1 ~ . ~ ~ ~ ,r~ ~ WATE N _ _ ~ - ~ tit i MIN l F.- - - ~y t` ~r~ a, _ its f r /.k ~ ~ ~ sP~. JU~.~~I ` ~~'i3t7 i-' 1 . , i 1, ::~y,. / \ ` ~ / ` .k 1 f 45. ' i ~i . - ~ 4 SIDEWA K , ~ d t- ~ r[ i ~ ,t 8 ~ : ~ ~ Pr . ~ ~ 1 ' l - - ~ - ~t w - ~ rt , t ~ RETE ibTl~f> - ~ ~ 1 ~ --r-- , \ ~ \ r : ~ ~y ~ ~ ~ ~ t` ~ ~ 1 - 1 ~ ,SE _ . ,v _ (LINE S-1 ~ \ _ : 1 / - , , „ , :r:_... 1 ~/p ~ 1"4.. ...r" w \ \ 3' ,ice i3~ _ - r . F" ~ :---=---'mil ~ ~ ~ ~ MI_ F'F-= ~ , ~ ~ ~ \ ~ _ , 310 t1(3 \ ~ S Y u r . ~ _ ~ ~ , s ?{~t e e , r 1 , . , ~ , ; ~ ; ~ ON AREA ~ V ~ , 4 _ ~ ; _ ~S ; ~ N0.7&PRNA M ~ ~ 1 n tN k:r ~ ARAINAGF `i , ~ ' „ ~ C~#IN~yy++~~ ~ 3f~.5t~ o, ~ ' ~ _ ~ / ~ ,EASEMENT 1 , ' O:fl3 ti ~ r ~ AC. - ~ ; l ~ i 1 - ,I ~ 1 1 ~ - ' . _ , COMMON ~ ~ O a 0 _ ' _ I ARE , . 8 ; A~ _ . r I ` 0113 AC+ , - ~ 1 I -a-s V S \ _ ; ; , ~ > 'f _ r- Jam..---"'~.. ~ ~ ~ 'liQ . I ~ - ~ ~ \ I`. J ' - . / I I ~ , p I ~ r,.. 0 _ N > ~ ~ ~ - ISI ~ ~ ~ .y • ~ , ~ r ~ ~ ~ SU ~ S ~ s ~ A ' m i I _ ~ ~ ~'S ~ ~E ,r p~ ,  4. All construction shall be in accordance with the current' City of College AT- G AO \ PROX. 1 ' Station' Standard Specifications for Water & Sewer Construction. All L / 0'A TI 0 ' N \ \ ' ' constructirn shall be coordinated with the City Engineer's office. SHEET \ `u \ 5. The.coostruction shall comply with OSHA Standard 29 CFR Part 1926 \ !"s \ ' ra III Subpart P for trench safety requirements. General information on trench 1 ? ✓ safety is presented on the Trench Safety Details sheet. • 6. Project Benchmark: College Station Monument CS-137, Elevation 332.97 (located on the north side. of Greens Prairie Road near the. intersection h . e Dri with Castlegat ve). I - .I , :.:,; uese. Jtation 5 irai curve unto Northi - Lastin f- P / 9 9 /J 1 , t r:% PI 0 +00 - " �� '_. -_ .. -... -� ; ? `' , , r r" `' ,� 10186122.1063 3571185.5370 - F R _�`D 4 _ Length: 146.95 Course: urse: S 74-04- E t T - 1�;�' C _ --------------------------------------------------------- ;`i PI 1 +46.95 I ; t 10186081.8068 3571326.8481 Len 282.79 Course: N 1 - - 9 3 28 59 E r i 4 „ 3. , i Delta: 92 -3 1i 0 26 0 I C --------------- - - - - -- -------------------------------- { i , 20 0 40 r 40 ,'; Tangent Data 0 +00 101861 3571185.5370 22.1063 SCALE IN _FEET , - -"`""� - - i t 1 +46 95 10186081 8068 3571326 8481 a. x v e 1 J Q @ s P . tl - ll TC4 -30 _ 5.85 a TC4= 305.85 - -_ _ ,___' TC4= 306.05 w _ IOSI� 1'. TG4- 306:05 L .. _ a p = 305.23 ��g� V STA., 3 +42.13 :� ;';;j TC6 =305.79 _ - -- - - TC6 305 85 I Length: 146.95 Course: S 74-04-58 E 1 TP 305.35 ' - _.. TP- _.___ , r ..,t, , 30. ..,.... - , - PI 4 +29.73 TC4 305.76 _.. ,.. _ _._ 10186356.8003 3571392J827 ) ;.,.., _.. _ . „ 305.79 . _ nth - Le 163.34 Course. N 27 18- .5 - TP 305.43 - - t Delta. 13-49-50 - Z .� -EX ISTING C _R�!1 -OVE - �XI:STf�G � 1 T - - - -- - - - - ----------- - - - - -- ,.ma _ 9 - ,, e , rz • � , ._.. _, -_ _ _ ._.._ „<�'.>'r.._.. ,: ,__ , ... .... ._ �,: - ,,; "• TW- 305.84- / , t , , . : r f , . - � _ Tangent Data TC4 - 305.7 " O CURB &GUTTER r . r_„ .4� - -' s U) _ ... ,,.- �� _4 �1QEWALK Cam ,. -- - � /._ _ CURB G.TE:., x 1 +46.95 10186081.8068 3571326.8481 _ Z O _ - � _ - TC8= 305.84 N .:. >. - 3 +38.77 10186268.3438 3571371.5737 _ _' _.:_ 1,, ; • r _ FL- 305.1.7 to STA. 10 +26.68 VIC- T AVENUE _ 1 7 Len 191.82 Corse. N 13 -26 -59 E - I 1 STA• 15 +10.86 VICTORIA VENUE s, -----=-------- - - - - -- J Tw= 305.79 to Q. r , -_ ._ „r - -------------------------------- - - - - -- v' I o - _ =STA. 0+ �?CRISBROOKE LOOP - _ - - - v - -_- -STA. 7 +36.19 CARIS LOOP Circular curve oats o .. _. __:. BROOK _ , 0 _ ._ - _ ._ . _._: `. t•,.. v ' ._ ; PC +3 . .' TW 305.82 Lj � _. -___ _ -::.: - - - -_- �'.rc:• - .-- ,___,,, 3 877 10186268.3438 3571371.5737 . ` ill .. - _ ,.._.. ! :' : .. . : -: _. - --' _ _.. _ .._ _ .:_...� - - - :._ 10186093.4741 3572100.9025 j - W ;. > <. _- • --_- : :: . �____. :- 4...Y�_ .. _ ....; --- ,� -___ _ - ..�___ __ c„ 305.77 _: -- '..'_`'� --- _._. -,.: - . -".>t .,.�__.. : G/ .• > �' PT 5 +19.81 ;;: _, m � i _ - =- „- - 10186437.6222 3571434.5227 ' , i = , Ct) Delta. 13 -49 -50 T _,, 05.72: >: W Type: RIGHT - Radius. 750.00 DOC. 07-38-22 - Z _ - .,,W. Length: 181.04 Tangent: 90.96 J 7 _ - - - - - - - Mid -Ord: r Q Q' lyj 5.46 External: 5.50 ' � � -- '- -- f - - :_ J - - ( 425 _ - _ a, Chord. 180.60 Course. N 20 -23 -55 E U Li! - R25 4 - _ _ - - Es: 5.50 tn0fD v i % PI 5 +92.19 10186501.9287 3571467.7334 length: 144.00 Course: N 58 -43 -02 W ,... i Delta: 86 -01 -51 �) l I _ :: E �, --- --------------------------------------------- ---------- i • ; `CONCRETE DRAINAGE � . -- - _ _ _ _.._ Tangent Data l ' t �R2 5 +19.81 FLUME (5' WIDE ( � 10186437.6222 3571434.5227 SEE INSERT t _ ..._- �• -` - -- ---" 5 +92.19 10186501.9287 .3571467:7334 i i f L I „ „ �' ; / , -� � � Length: 72.38 Course: N 27 -18 -50 E A OR MORE-- ; r ---------------------------------------------------- - - - - -- z + �. ( DETAILS > PI 7 +36.19 10186576J015 3571344.6711° z i I � , I ► I { Vi STA _ 1 +7 1 i ` PVI STA i= 5 +50 320 PyI ELEV - 307.43 1 LOW POIN�j ELEV = 306.0 , ' PVI ELEV I= 307.88 320 - - - - - -- -- - - ' - - - -_ - - -+ - -- -- -- - - - - -- j -A-I�- = 2. a� - _ - -- - - - - - -� - - t@ -S-TA- =_ 84_ I D. 8-5 �- -- I-- - - -� -- - -_- - - - - -- -- - ! i K= 46.15 I i PVI TA = 3 +60 K= X00.00 { j f I i i 0 VC I 100.0 I I I i i PVI ELLV A.l. = 305.79 _ 1.99 i 100.0b VC 1 i i i K ' = 50.34 i i to N i i I �- -- -- - - -- } -- I 1 d0.00 - VC 1 I ; o 00 (0 i - ! i I I + oo o ' ! r I + 00 I ! I i 312 i 1 i U m U > � i to I N F r N � rn cfl ° 1 , 1 o I `- N 00 O + raj � O o Lr M O to � I i �� U 6j �__ I , i 312 -� -- - -� - -- - - -- i W 1 - r� -_ M - - - - v -_ v - _ ! i i i -- > (> > i ( U W I: �U) C) w. I m > m '3 08 ( LIJ m C0 W 1.60 %i DES IIGN GRADE l I / ! - - - - l - 0.89 EXISTING GROUND CENTERLINE - - - - - ,- © REFER TO INStT "A" FOR STIR ET � ELEVATIONSI I z 304 _ w _ - -- ----- - - - I BETWEEN S�ATIONS - -- ' - - - -- z - - - 3 +42.1 - -- -;- AND 3 +67.13.' - --_.- i I I i ! i i - - - - i z -- -� -- ___ Z > 1 a O f I CY' } 0 I Q i H n- ! i ! i I I - ' I - 1 d i s- co 00 i IO j00 N O i ! ZQ O 0- . -. 1 0 0 z I ; OF CUR$ i �o is I to (.0 ! i 1 I v CO � Cn U) [ TOP ELEVATION i i i iM ,r7 ! 1 i i ��U) I i O) X +� W N c0 00 ` I �' N J ! N J i 00 _I I d 00 r7 d 00 00 + rl- _ (n Z + O X W O = Z U N N t\ r O N Q0 d- (0 r- U = tQ-WQ Cn O 00 O O C0 O M CD O O O (6 O C0 O O r< 00 0i Q Q I-Z (n m = (n W _, i. "Q'' , I ' �l }� t I l ` i•-�. ~J 1. i '� I I . , I _.��' _ - l _ i r., . ) : r • t. / , :J , _ i i _ '.i' ii J J I 11 i i i a i { r r I I ' ,_- : . �S g�iv TE r ., ; t ,r CASTS { f 'f Z. r, `i I i t I Ir ' it :: r - 1 I s N C T E : -, I. , l : I - Ir ; I 1 /1, i c I .. .__ i - _ : _. t _ __ °. - _ ___ __ l I T. t , _ h1 r i . . - - .. - .:L ✓ s7 , -.. :: - :,, __. ' - :� ._ _ 1 ? z .. b L :.,. r 1 , lJ- r i ..... ..♦ >_. I - - _ _. 5 ._ - r - - ` -:... . _ - ... :. - . _ _...._ . _ _... 0. ti . -: -.. - l . _ _ _ i r "7 -. -' v� _. ,.__ • {% _ . -. -- - ti - _. _. _. i _ - - -. -- - __ -- 1. f -- - : .: 1. :_ . -. �-- fi n-_.,_ Ch /" r_ :_ ` "3- ---- _ s 3; _ _ r. . Y .. a .. --_- t `I _ 1 r o - - �,�: 1 - - - I I q I O ^- t - T S A. 5+ _ 70.05 - - - -- - -7 s I I -- -- V .' _ REMOVE 2" BLOWOFF & ti ; \ 1 I / V VAT RL' N E V V I _ ", . CONNECT TO EXISTING 8" I 1 f . ,. WATERLINE W 8X6 M.J. r l __ • i f I:, I; I I i , I STA. 2 +57.73 I 1 REDUCER I I FIEH , RAT ' e:, i I ,' I R YD N A SEMBLY I I i 'I _ ' 6" M.J. TEE r ` I r _r � I s i ) I STA. 0 +00.00 I 1 __4 6 f 60. t :. I STA 2+ 73 / REMOVE 2 BLOWOFF & _ I 1 4 1 I CONNECT TO EXISTING 8" I I) 1 6° M.J. GATE VA �VE 'IF6. I I - V WATERLINE_ WL8 " I 4 r . J I i i i i _ �,_ - - - - - - -- i Zh �( � l t I - 1 - -.,, I i oo W 6 0 9 _ go - -/ f �_: g I M / iI / . W -6 ���_ �•--- •- �..�.�: ,. Mme-, -_ y ��. �� t,_ , . { 7 , . 11 , I t , : ke Loo bro is p _ 1 r , , .Car .,.- ... � ---- -. _ I -, 3 I ; 4--- - - - - -- ---- - -- - - - -- - � � p / ,I;: ___._--- ---- -- _ r ,.,_,� STA..4 +70.84 .___.� • I S _. -- B S -- S -S -- -- - -- c- S -C -- fi 45' M.J. `` / Ij I STA. 0 +75.28 -' ! / BEND J - .. �/ I 6 45 M.J. BEND - _ _ _ -U. - - 1 STA. 4 +99.80 `' - _ , I � �;� � I 1 � � - -- •-, � < ^``( 'j � � BEND 6" 45' M.J. -� ; -- i t 11 � 4 I , ;; I r STA. 0 +95.40 J i i :. ; I / _ r 6 45' M.J. B SID . I ; . I' I ,-- - 1 , 7__1 3 1 t I -t / \ , I - " 1�1 1 , I 1 / i I I �, I ! 1 I { 11 �; . .. .... � __.. 1, I ,.L , . \ r I 9 1 I _' � / I / I I �_ \ ;' 1 ! I I I I I, I :,= I � � i ► f w I I 1 / / 1 I i t _ I I j 1. \ I -! - -- - / ` \, \\ ,/ -- _ ;_- -- - ----- I I. - - - - -- i � I jF - I -- - _ _�_ _ ___ I I 1 r`' l / � \` -- -- -- 1 __ - - -- - ----- --I __ __ ---- L _ - _ _ _� I 1 I / / � - �l _ - _'_'____ 40` 20 0 40 / - - I I SCALE IN FEE _ / / . / / / / q" / --- / PROFILE SCALE - 1 " = 40' HORZ. 1 " = 4' VERT. r U_f_UU u - I +uU 1 1+50 2 +00 2 +50 PR O F ILE - 6 " L WATE R LINE 3 +00 3 +50 . !, I � 4 +00 4 +50 5 +00 5 +50 . W-1 � � � � � I . I I .- - . . ­ ­1 I . _­�17--=_ .. I I �. I I I I -1 � I . I � I � I I I . I I I I I I . I - -, � - . a a. .� � . NON- STRUCTU AL i -- -- --- - - - - -- ( PVC, DR -14 C'' 900 CL. 200 AWWA \ , ,: - I I 0+00 Len Len 9 �5.zs Co Course: ' i BACKFILL I 1 Delta: , ------- - - - --- -------- ­_____1_______________­__ , : -_ _ - - - -- - I ! _- _- i------------- - I i - - - -- -------------- - , 1 r - - - -t -------- _------------- { r - - - - -- - - -- -- -�.__ _ _ - - - - -_ -'- I I -- -_ _ ._�_._ t J_�_ _- __� -v___- I i -- i I - - -- N 60 -14 -21 E ` LJ o t j -„ a r ., f we I: o C , I I i ` j i - .,.. a . a . s , = 10186212.8293 Tang Data 9 i I C�' , w ! , I w I 357122. 5 663 2 i . ' (n w 0 +75.28 Le n th. 9 75. 28 j 101861 15.9202 _ _ S `74 45 39 E i DIAMETER TER SH A CONFORM LL C ORM TO'T HE , - _ , , ,. BASED ON FIELD SURVEY DATA. Z '. o > i F O CURR ­CURRENT AS TM 8 S B8 'STANDARD. D. TU F TUBING - 1 P I 1 - - - - . 10186125so4s i FOR ERGR UNDERGROUND OUND INSTA LLATI ON S i :1 I , I _ i t 1 O ___ _ -_- I o I- N t - - - E- Of - - -- - - ---------- - - - - -- i ' - - - - - =- - _ -- i ; -� - - - I I - - -- - , i . I r 1 ___ - f . f I I - 'SOFT COPPER 060 OR 0 ( 50) :WITH A f 3571942.0813 � > W : Q o +75.zs I 4 +50.93 10186115.9202 3571298.2984 - MINIMUM TENSILE STRENGTH OF 30,000 3571423.7391 11 1 I O o �^ 0 +95.40 Delta: 17 -41 -58 10186125.9049 I< IZ o Z > (n I I -t J Z o , J L� , N 60-14-21 E , I .KINKS TYPE OF DAMAGE WILL BE ALLOWED. - , 1 � o i ------------------------------- PI 1 +75.97 !L W - -- ----------------- 10186203.6404 - - - - -- - 3571336.9375 FITTINGS TTtNGS FOR COPPER `TU BING SHALL ( �' i o 0 7.14 � 183.04 I N 12 -32 -34 E i ( n I >-- j 0) I CD o o -------------------------- Delta: f I o I CO, C] ; - I Tangent Data 9 to i _ 312 - _---- ,- - -_ - -- I i o , a _-- _______- o 0 _----- _- - - - - -- I - .- __.- ._.__ -_- DESIGN - _ _ __ GRADE ; i � N a_ _.� I -__ __ _ -- 10186125.9049 10186194.5578 3571315.7602 3571334.4632 I E IS TING i GROUND-1 ''S ¢, I I _ I _�_--- 312 ____ -- 71.15 1 `t o O "' SURGE `.PRESSURES OF T - E TUBING. ( ' I Z ; z i i O } 1 1 45 -00 -00 i o O Circular Curve Data ------------------------------------------------ Cl) O 1 i Fw- I PC 1 +66.55 10186194.5578 3571334.4632 RP PT 1+85.38 1. 10186299.6970 10186212.8293. 3570948.5283 3571338.9818 . . I � I I � I I � � r I � I �, ., f m 4 +50.93 LLj 10186463.0175 3571423.7391 Delta: 02 -41 -47 Type: LEFT j I NOTE: 4 +70.84 r (n 10186480.2156 3571433.7656 Radius: Length: 400.00 18.82 DOC: Tangent: 14 -1s -2s 9.41 '�' 1. ADJUST: FIRE HYDRANT 'AND VALVE Length I Course i I Mid -Ord: 0.11 External: - - -- L� -� 1 I - 70.25 Chord: Es: 18.82 0.11 course: I I - - - -� i I i _45_00 _00 _ -� I - - - ---_ � ` -- - -' -- _ i LC) _ --_-� - - - -�- -- i 4 +70.84 - 10186480.2156 3571433.7656 4 +99.80 - - - I t + I i + Nj Length: '28.96 i r ^ 1----------- - - - -- I PI 5 +70.05 - - - - -- -- - - i - - I-- - --I _ - -- - _- "( I i , _ ' i ' MIN. I 4 +99.80 .0 % 4 MIN. < 11 3571365.6965' � ' �,-' 70.25 Course: _ N 59 -45 -28 W 1 . . 3 " { :L ; ,w 3 ` OURY I i I cn Li- i It i I { BURY 2 $ % 0.00% -. __ - - .- ---- - - - . __------- 1 4-- _- _-- - - - -.r _ i - - - -_ -_ - I - I -__ I -___ i 'I _ i I - 1.01% I I I .10 i { I I I I ! .: x s •. ; x.r I , I { i j I I - - - _ - f - -- -- - -- - -� -- -- - � "_- _ i - __- .----- ' ------ -'---- I - -- i - - -_._ __ - -1 - U I i i i I ! i I I I I- Z Z ; i i i i : i ` - ; N I i I I I I ! I I W z .O \ :, 296 c,� ( i ,-- I I - - _ - - - I �! - - i i i - I .- -_ i -��� -W w� LO >- 9 _-- i - - - - i - 1 i z oo v n 296 W - r- Z - i 1 N N - - I 11 "I - - N -_ - w 0) L_ LL W O i { I X0 1 �0 , I LU �0 I QI W I �(ni O � O I LIJ W I ` to > i -. -. w - .- W 1 - W I , e W w 1 - i -t LL z M L>_ _ Of Of W �t II O¢ p + I I > j O z I> O i z U i 1> 1 I> 1 ; I �� J(n IJ L- Q w > ` 1> 1> 1> 1> zi U 1> z II OW U L ' - J -! W LL -m � i N� W m Of (0 W i -I m Of a O U? 1 �� i I w , QI W ! r,zW r � O w 0_ COW � +�W u7W �t m� � W I O mI O¢ o tf)m'SW LC I- I� H O {n tf) (n (n N ao a . O tr O + N - W 0� . O� W �� �M ? � � W � +N12 �� W W in (n U - ) +D cif O te a' W cc W W O w + W c0 + . a' �� W + -' a_ W a, ? �t r- N -. • O O Z > - t` O O H ¢ � O V? O O t7 L0 H ¢ ct t` O O r7 � H r7 ¢ N t Q N I` (n (0 r7 N = N r cfl {`� I- Q (f) �- r') t ¢ �- r- F Q cfl N F' ¢ O r1 M V) !- ' ¢ + O M r7 n 1 W > z Q � - CO X `t O ¢ d ¢ O ►I �t � �j Q O II d . � Nj . O � � O ¢ � T O¢ W c0 ¢ � r O � N Q � . N � Iii ¢ � Q 11 d- d � Q 11 d- 4 Q�_ O V) (0 F- (n W X W 00 V') (n (n ( I -! F (n L� - cD (n (n J r7 f- (n Li : LO F- (n { (n (n (n V) (/l (n 17 I-- (n I- tL (n - O r7 (I) C/1 J O r� I (n � (n O r7 (n (n O M (n [n F - J L� O n (n F J l - O n # '(n X W X - _1 _! J (/) C� (n -! (n c0 W 00 U_f_UU u - I +uU 1 1+50 2 +00 2 +50 PR O F ILE - 6 " L WATE R LINE 3 +00 3 +50 . !, I � 4 +00 4 +50 5 +00 5 +50 . W-1 � � � � � I . I I .- - . . ­ ­1 I . _­�17--=_ .. I I �. I I I I -1 � I . I � I � I I I . I I I I I I . I - -, � SERVICE LINE . LOCATIONS. PI 3 +59 Q .f C) - - - WA TERLI NE 'P PIPE MATERIAL � ,. - . a a. .� � -------------------------------------=------- PI - a) - - -- -- --- - - - - -- ( PVC, DR -14 C'' 900 CL. 200 AWWA \ , ,: - a�� wade � 1 r ` �° , 0+00 Len Len 9 �5.zs Co Course: 1018613 . 5 7080 - _ S 74 45 3 9 E 3571 225.6632 R F E ER _ TO''W ATERLINE DETAILS AILS ` S SHEET Delta: � : ,, J aa, D ee °DD D . � � ..�, anwnb +aa+ V I 0 , It 0 F0 R DETAILS LS AND EMBEDMENT DMENT 0 :3 ' • S 9S' >F€ r. �S 0 a PI 0+75.28 ..l C 10186115.9202 ___ 3571298.2984 REQUIREMENTS Q M EN TS .n _ , Obr ,. , � ° �"�a� , �:d+�a� .- `i Length. Delta: 20.11 45 _ - 00 Course: N 60 -14 -21 E Tan Data t j -„ a r ., f we I: o C , NOTE' .00 ` D- WA TER SERVICE IC E INE MATERI TERIA L - .,.. a . a . s , = 10186212.8293 Tang Data 9 C�' ?� w ! , I 1 0 +00 10186135.7080 357122. 5 663 2 COPPER ER W A TER TUBING 3 4 T O 2 IN . ' (n w 0 +75.28 Le n th. 9 75. 28 Course. 101861 15.9202 _ _ S `74 45 39 E 7 35 1298:2984 DIAMETER TER SH A CONFORM LL C ORM TO'T HE , - _ , , ,. BASED ON FIELD SURVEY DATA. Z '. o > 'z - CURR ­CURRENT AS TM 8 S B8 'STANDARD. D. TU F TUBING - s , P I o +s5.4o - - - - 10186125so4s 3571315.7602 FOR ERGR UNDERGROUND OUND INSTA LLATI ON S 0 :1 I , _ Circular Curve Data Length: 80.57 9 Course: N 15 -14 -21 E SHALL BE SEAMLESS TYPE K ANNEALED O Delta: 45 -00 -00 PC 2 +65.59 ° z - , - . ---------------------------------- . RP - - - - -- -------------- - - - - -- - 'SOFT COPPER 060 OR 0 ( 50) :WITH A 10186160.8234 3571942.0813 � :. : Q o +75.zs Tangent Data 4 +50.93 10186115.9202 3571298.2984 - MINIMUM TENSILE STRENGTH OF 30,000 3571423.7391 11 1 O O o 0 +95.40 Delta: 17 -41 -58 10186125.9049 3571315.7602 P Si. NO TUBING WITH K NKS` OR ANY 1 > (n L, n. -t Len Length: 9 20.11 .Course.. N 60-14-21 E .KINKS TYPE OF DAMAGE WILL BE ALLOWED. - - .' : w � o I 0•s ------------------------------- PI 1 +75.97 Tangent: - - - - -- ----------------- 10186203.6404 - - - - -- - 3571336.9375 FITTINGS TTtNGS FOR COPPER `TU BING SHALL ,. ¢ , v _ .. >- 0 7.14 Length. 183.04 Course. N 12 -32 -34 E L CONFO. RM . T HE CtJRR ENT AS A 616- 26 n 0 >-- Chord: LLJ -------------------------- Delta: 2 -41 -47 - - - - -- ---------------------- . STAN D AR D. FITTINGS SHALL BE CO, C] I: �. - Tangent Data 9 to - - - - -- CO P M RESSI ON TYPE :AND'BE CAPABLE OF w ,, Z. w Z. O 0 +95.40 1 +66.55' 10186125.9049 10186194.5578 3571315.7602 3571334.4632 - WITHSTANDING THE OPERATING -AND I. 4 +70.84 J ¢ ''S ¢, C.D.. to . , - Length: 71.15 Course: N 15 -14-21 E SURGE `.PRESSURES OF T - E TUBING. Length: ' U � W, _� . . O O 1 1 45 -00 -00 o w , Circular Curve Data ------------------------------------------------ Fw- PC 1 +66.55 10186194.5578 3571334.4632 RP PT 1+85.38 1. 10186299.6970 10186212.8293. 3570948.5283 3571338.9818 . . I � I I � I I � � r I � I �, ., f 4 +50.93 10186463.0175 3571423.7391 Delta: 02 -41 -47 Type: LEFT I NOTE: 4 +70.84 10186480.2156 3571433.7656 Radius: Length: 400.00 18.82 DOC: Tangent: 14 -1s -2s 9.41 1. ADJUST: FIRE HYDRANT 'AND VALVE Length 19.91 Course N 30 -14 -32 E Mid -Ord: 0.11 External: 0.11 O BOXES TO MATCH FINAL GRADE. ---- - - - - -- --------------------------------------- - - - - -- . PI 4 +99.80 10186508.2174 3571426.3892 "' Length: 70.25 Chord: Es: 18.82 0.11 course: N 13 =53 - 28 E 2. REFER TO PLAN VIEW: FOR WATER - - O • Delta: _45_00 _00 SERVICE LINE . LOCATIONS. PI 3 +59 Q .f C) 10186382.3134 3571376.6885 �' z : z a) Length: 113.33 Course: N 30 -14 -32 E o 4 ■ O , O Delta: 17 -41 -58 V I 0 , It 0 .j 0 0 0 L "�" © . // -------------------------------------------- O ..l C rt .- `i U Z r yy, . � . I I " . . I t < . 3; r I L Tan Data t j NOTE' ` D- 1 +85.38 10186212.8293 3571338.9818 C�' ?� w ' 2 +65.59 10186291.1249 3571356.4010 EXISTING GR PROFILE SHOWN IS U) (n w (n. I ' ----------------------------------=------------------- Length: 80.21 Course: N 12 -32 -34 E -- ,. BASED ON FIELD SURVEY DATA. Z '. o > 'z ,. - - - - w 0 Circular Curve Data O � U PC 2 +65.59 10186291.1249 3571356'.4010 - , - . RP 10186160.8234 3571942.0813 (n w Q PT 4 +50.93 10186463.0175 3571423.7391 11 1 -' O O Delta: 17 -41 -58 Type: RIGHT 1 > L, Li , Radius: 600.00, DOC: 09 -32 -57 i I_t_) Length: 185.35 Tangent: 93.42 - O r d: Mid 7.14 External: 7.23 L n 0 Chord: 184.61 Course: N 21 -23 -33 E Es: 7.23 - U) D .. (n (n --------------------------------------------------- PI 4 +70.84 10186480.2156 - - - - -- 3571433.7656 . r� n' Length: 28.96 Course: N 14 -45 -28 W 1. . . O O Delta: 45 -00 -00 ------------------------------------------------ Fw- Tangent Data 1. Q O C�1 4 +50.93 10186463.0175 3571423.7391 p I I 4 +70.84 10186480.2156 3571433.7656 tf) U') Length 19.91 Course N 30 -14 -32 E O ---- - - - - -- --------------------------------------- - - - - -- . PI 4 +99.80 10186508.2174 3571426.3892 "' Length: 70.25 Course: N 59 -45 -28 W ¢ O Delta: _45_00 _00 - - Tangent Data - - - -- . 4 +70.84 10186480.2156 3571433.7656 4 +99.80 10186508 * 2174 3571426.3892 Length: '28.96 Course: N 14 -45 -28 W 1----------- - - - -- to - PI 5 +70.05 - - - - -- 10186543.6013 3571365.6965 L ._ Tangent Data , _ ' Cl 4 +99.80 10186508.2174 3571426.3892 5 +70.05 10186543.6013 3571365.6965' U r Length: 70.25 Course: _ N 59 -45 -28 W 1 . . _ .::, - � < ,. -+_ C . Q .f C) . I i I I I I . I I � , U. �' L N ,0 a) . o 4 ■ a �: I . V I 0 , It . .j 0 0 L "�" © . // O ..l C rt .- `i Z r yy, . � . I I " . . I t < . 3; r I L t j Z . L W C I I I - I � , I I I I ­ I , - � . 1 SHEET) PROFILE SCALES ' U 1"= 4' VERT. 1 NON- STRUCTU NON - STRUCTURAL } STRUCTURAL BACKFILL BACKFILL ; PROFILE SCALES ' U 1"= 4' VERT. 1 NON- STRUCTU NON - STRUCTURAL STRUCTURAL BACKFILL BACKFILL ; NON -ST UCTURAL 1'� SCALE IN FEET T EXISTINIG z i STD., 41 EXISTING M = ". Horizontal pIi nment PI Station Report. BACKFILL ..02_� -�� _ F- 3 _1SI I OI � : M H N0. 133 BACKFILL .. _- Desc. 8 SEWER UNE S-2 PI Stgt,on Northing Easog n Distance D,rect,on -- - +24.64 _ STD. 4' DIA. MANHOLE 0 O 1 TOP - -- - - - -- -- -- ) 4, DESIGN GRADE C) Oi 312 - - - - - -_ _.— ___ __ � 312: -- - - - - -- i EXISTING 0 +00 10186571.4991 3571382.6053 MH N0. 131 ` ~I , Q. 124.6403 S 58 -46 -10 E I EXISTING GROUND J W ` C0 W. 1 1 - - - - -- I 1 +24.64 10186506.8751 3571489.1837 I Iwrr -,n n 1 STD.1 4' D. DROP MANHOLE m o j PROFILE SCALES ' U 1"= 4' VERT. 1 NON- STRUCTU NON - STRUCTURAL STRUCTURAL BACKFILL BACKFILL ; NON -ST UCTURAL 1'� N EXISTINIG MH NO. V08 i STD., 41 BACKFILL ( BACKFILL ..02_� -�� _ F- 3 _1SI I OI � : M H N0. 133 BACKFILL STA. -- - +24.64 i STD. 4' DIA. MANHOLE 0 TOP OF MANHOLE _ 308.60 DESIGN GRADE C) Oi 312 - - - - - -_ _.— �_____— .____ -- � 312: PROFILE SCALES ' U 1"= 4' VERT. SEWER LINE PIPE MATERIAL PVC, SDR -26, (ASTM D -3034) SEWER SERVICE LINE PIPE MATERIAL -TO BE PVC CONFORMING TO ASTM D2241 SDR 26, CLASS 160 OR SCHEDULE 40 UTILIZING CLASS 1245 -A PVC COMPOUND N OTE 1. REFER TO THE SANITARY SEWER DETAILS SHEET FOR EMBEDMENT AND BACKFILL DETAILS. 2. REFER TO PLAN VIEW FOR SEWER SERVICE LINE LOCATIONS. - NOTE: EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 1 NON- STRUCTU NON - STRUCTURAL STRUCTURAL BACKFILL BACKFILL NON -ST UCTURAL 1'� N EXISTINIG MH NO. V08 i STD., 41 BACKFILL ( BACKFILL ..02_� -�� _ F- 3 _1SI I OI � : M H N0. 133 BACKFILL STA. -- - +24.64 i STD. 4' DIA. MANHOLE 0 TOP OF MANHOLE _ 308.60 DESIGN GRADE C) Oi 312 - - - - - -_ _.— �_____— .____ -- � 312: -- - - - - -- i EXISTING MH NO. V06 MH N0. 131 ` ~I , Q. I EXISTING GROUND J W ` W', 304 MH N0. 132 - Z STD.1 4' D. DROP MANHOLE I STA. 1 +22.39 I j I , j 3' HIGH ( j 00 STA. 4 +78.60 TOP 1OF MANHOLE = 311.25 I STD. 4' DIA. MANHOLE s j !` ! l � STD. 4' DIA. ANHOLE I TOP OF MANHOLE = 308.70 I _ ? IPE, ASTM D -303A, TO OF MANHOLE 307:30 312 296 ! 0 296 Cn C6 Z I i = O C � X W =�1N 0) l ( I o ( il. 312 I ; WO O I W - JM 11 O (n NJ - I �� fj cO� 1. I W Z W Z DESIGN GRADE + 000• + W + .> L 5 l >O Dc00 t-- (0 Z O F � W O 0p c0� O �= of uj W� Q (n J (n 06 ¢ L ¢ U) 00 0) ¢ O (7) U) F ; Lc U) 00 _ 00 0) F 04 (n X _j ! W L,_ V) d 0) N 0) t - N (n _j = O : O Ii dt Z d (n 304 t I ' EXISTING GROUND 304 - -- � I 6 i STACK WIPE 6" STACK PIPE I I I f 4" STACK PI E 5 HIGH ! 4 3' HI H I f I 5' HIGH ( f i I 352.7 LF OF 8" 3" IPE, ASTM D -30 @ 0.50 , . { SDR -26 296 D-3 PIPE, ASTM I 1 i SDR -26 @ 0.40 ! .- II N z (C; O Z i O Z I O V) i- N (n t II N d LL_ O I Z_ I i i _ = Ld Z X Z ^ O W O# N' W W V Lij LA V I i W U W U W U W U I. W O W O 1 I I I � _j 0 O il Ft II wZ O — F- > i J �� l , W i >! O_� 00 Wf I O ct N ! `� > OW > I ,-W } , > 00 W r > rn� lC) W > tr I-W > �CCI (0 W i E O�> cD v O LID 0 C1 C a (n Z Z J j V) ry) 0) V) ( t) (n �- (n I cn (n t- to to 1 O N -1 O C) N Li N m O �} O O 0_ - F If N O N 00 00 + 0' 00 d! 00 d! O (L' O 0' O ~ II O > '- > F- to O Z O N � W r7 O W M 00 ± �' Z to ± 3: W W O 00 tr7 O N W N W O M t() t[) r7 W I r] W O 00 tC) dt 0 CO I U) I Q (n Co Q F- � cn Q CO (fl Q O _ Ln oo Q U) ¢ (n ao 0; ¢ U) <t M 0i rn Q cn Q U) o ¢ Z I — O F- - (6 d) F- p ¢ X -1 F- - co 0) F- -- O F- _J J Cr) ) F- - F- c 0) F- :: F- a d7 0) F- -- F- a 0i (y) O F- J J (n (n 00 v) 00 0 o IN wl W Li (n ­t N (n C0 N (/) I LL_ N (/) (0 (n d N N (n (0 (n C0 N N (n 74 (n (D N V) (n li N u- SEWER LINE PIPE MATERIAL PVC, SDR -26, (ASTM D -3034) SEWER SERVICE LINE PIPE MATERIAL -TO BE PVC CONFORMING TO ASTM D2241 SDR 26, CLASS 160 OR SCHEDULE 40 UTILIZING CLASS 1245 -A PVC COMPOUND N OTE 1. REFER TO THE SANITARY SEWER DETAILS SHEET FOR EMBEDMENT AND BACKFILL DETAILS. 2. REFER TO PLAN VIEW FOR SEWER SERVICE LINE LOCATIONS. - NOTE: EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 1 NON- STRUCTU AL STRUCTURAL BACKFILL BACKFILL 1'� N EXISTINIG MH NO. V08 STD., 41 DIA. MANHOLE d' r ..02_� -�� _ F- 3 _1SI I OI � : M H N0. 133 STA. -- - +24.64 STD. 4' DIA. MANHOLE 0 TOP OF MANHOLE _ 308.60 DESIGN GRADE C) Oi 312 - - - - - -_ _.— �_____— .____ -- � 312: -- - - - - -- - - - - -- - I ` ~I , Q. I EXISTING GROUND J W ` W', 304 Z - Z - 304 � I 4 STACK PIPE N , 3' HIGH ( j 00 1 l SHEE1 O �� Z 122.7 LF OF 8" _ IPE, ASTM D -303A, SDR -26 ® 0.40% 296 ! 0 296 Cn C6 Z I i = O C � X W =�1N 0) W W V ( I o F- 0 il. ►_ - w ; WO O I W - JM 11 O (n NJ - I �� fj cO� 1. I W Z W Z O N F- co + 000• + W + .> L 5 l >O Dc00 t-- (0 Z O F � W O 0p c0� O �= of uj W� Q (n J (n 06 ¢ L ¢ U) 00 0) ¢ O (7) U) F ; Lc U) 00 _ 00 0) F 04 (n X _j ! W L,_ V) d 0) N 0) t - N (n _j = O : O Ii dt Z d (n 1'� N d' r C10 0 LL -�- -+-' C) Oi ` ~I , Q. J W ` W', Z - Z - � o N , 'W W� SHEE1 2� T —12" 12 � � 1 -1 2" R 6" 1 #4 BARS — co"NUOUS 3" LAYDOWN CURB DETAIL NTS NOTE: EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 100' APART AND AT ALL CURVE PC'S & PT'S. 3 - #5 X 18' SMOOTH DOWELS SHALL BE USED AT EACH EXPANSION JOINT. 1/4'R 15 2. 5' 1 1' 12° 3A' 3' 24' • =#4 BARS 1/4' R 5° � 0 6' 7' 3 -_ C .I. 3' STD. CURB & GUTTER DETAIL NTS 0 CL STREET WHEN SIDEWALK IS PROPOSED INSTALL 4' WIDE STRIP WITH 2% MAX CROSS SLOPE RADIUS PER PLAN . E, n F - '�1" Qa aaasa a `i GRADING AND PAVEMENT CONSTRUCTION NOTES 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL HAVE A MINIMUM 28 —DAY ,aJo p� Glit COMRESSIVE STRENGTH OF 3000 PSI WITH A MINIMUM CEMENT CONTENT - OF 5 SACKS PER,. CUBIC YARD. THE' MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 20 PERCENT.�� " LAYDOWN CURB PER 2• REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) DETAIL THIS SHEET 3• THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABLIZED TO A MINIMUM DEPTH OF 6 ". THE AMOUNT OF LIME TO BE ADDED TO THE SOIL IS APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL.. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT). STANDARD' z WI SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS AND QRIDGES, ITEM 260, � F-T- . TH THE n Ull Anr)l'nr*WAi Dclfln l- -- .... ... .. ... _– --- - -. M.J. GATE VALVE W/ VALVE BON M.J. TEE W/ 6" BRANCH (SEE DETAIL 1 -F) 10' ANCHORING BEND (SEE DETAIL 1 -G) DETAIL 1 -A M.J. FIRE HYDRANT DETAIL 1 -6 . 6 "X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) MU M.J. ANCHORING TEE (SEE DETAIL 1 -H) 6" M.J GATE VALVE \ r & BOX 1- M.J. FIRE HYDRANT L 6"X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) TYPE 2 STANDARD M.J. TEE 6" M.J. ANCHORING COUPLING (VARIABLE LENGTH) Ocr7r nPTAII 1 - _�- M.J. FIRE HYDRANT - [ANDS , TYPICAL FIRE HYDRANT PLANS) (SEE DETAIL 1 -1) DETAIL 1 -D p z Z Z p BOX z . P . . o o ; ; ING WARN TAPE U 0 - , U (24'.,BELOW GRADE) 0 ,, _. w OA SELECT MATERIAL - 0 0 = 0 . 0! 8' MIN: U (f) . .. PVC PIPE •,., 1 ® (MANUALLY CONSOLIDATE z z , , C ) W W O O DR- 14,CL.200- ._ AT OPTIMUM MOISTURE) O O � � U U _ - AWW , C-900 ._ , . , ' - - TO FILL ALL VOIDS .AROUND.: > 1 1:1_ I I . P . +' i CENTERLINE OF SIRE - 1 /�•-�' PAVED .STREET vAR1ES / INTERNALLY CAST GLAND 2.5" CURB AND GUTTER SIDEWALK 6' SCHEDUL SIZE A B Wr. (IN.) DIM(IN.) DIM(IN.) (LBS) 6X6 6.0 10.50 63 8X6 6.0 11.50 83 10X6 5.0 13.50 104 12X6 1 5.0 14.50 126 THE TRENCH BOTTOM SHALL BE I O. V. I_L_) O 0 SCHEDULE _ SIZE A B Wr. (IN.) DIWIN.) DIM(IN.) (LBS) 6 15.5 10.56 10o GRADED SD AS TO PROVIDE UNIFORM ' 8' MIN. /12' MAX. LL_ W. W 2" BRASS PLUG AND CONTINUOUS SUPPORT FOR THE N GROUND PIPE BARREL BETWEEN BELL HOLES. In N. LEVEL • - 0 - 0 . r ;r • ;-. + GENERAL NOTES: sTANOARD - coNCRETE BEDDING AND B A C K F I L L F [� R a o DOUBLE METER BOX t-- I 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS, & 2 BRASS BALL VALVE qs PER CITY SPECS WATER PI ¢ ; . co B CLODS EXCEEDING 6" SHALL BE PLACED BY HAND & 177 OR SIMILAR} i O ! � (FORD 617 B COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH ts7 ,L17 ? OF 12 OVER THE TOP OF THE PIPE. 2 SCH: 40 GALVANIZED PIPE + DETAIL: 1 -H DETAIL: 1 -G 2. ALL CONCRETE BLOCKING SHALL BE 2000 PSI. 2" BRASS COUPLING DIRECTLY NE SIZE x2'' M.J. TAP P WATER LINE - �' M.J. ANCHORING TEE 2.5- M.J. 90' ANCHORING BEND 3 ALL THRUST BLOCKING WILL PROVIDE A MINIMUM OF 2 ABOVE CONCRETE BLOCKING LUG NTS A A SQ. FT OF BEARING AREA OF CONCRETE ON FOR LATER REMOVAL OF RISER , - WATER MAIN O , I I- UNDISTURBED SOIL, OR AS DIRECTED BY THE 2" BRASS ELL . Z R.O.W. LINE---- --- A ENGINEER. I _ .' 4 • ALL PIPE WILL BE LAID SO AS THE ENTIRE BARREL WILL HAVE FULL BEARING ON THE FINE GRADED • a PROPOSED GRADE ` TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR CONCRETE BLOCKING• PAVEMENT'SECTI�N SIDEWALK ADJACENT TO CURB - EACH BELL & FIRE HYDRANT. (SEE THRUST BLOCKIN ETAL WARNING TAPE 5 • WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE pETAIL) 2'x6 BRASS NIPPLE �' (24. BELOW GRADE) 11 BLOCKING HAS REACHED 1500 PSI. ,_. ° In 6. ALL GATE VALVES TO BE ®SELECT MATERIAL' :w. - "O" RING TYPE WITH NON- RISING STEMS ; . '' � © (MANUALLY CONSOLIDATE E - MECHANICAL JOINTS COMPLETE WITH GLANDS, BOLTS PVC PIPE . AT.OPTIMUM'MOISTURE) ` 0. & GASKETS DR -14, CIL 200 -- DETAIL C _,• ®'INITIAL 1BACKFILL :_ -OPEN COUNT - AWWA C 900 , .:, �, U ' CENTERLINE OF STREET ._- ER CLOCKWISE (LEFT) PAVED STREET CURB AND J __7 A ` VARIES 2' -6' MIN. 7' -6 MAX. _SCHED - SIZE A B T. . (IN.) DIM(IN.) DIM(IN.) (LBS) 6X6 6.0 6.0 63 8X6 6.0 7.0 83 12X6 5.0 910 126 16X6. 6.5 11.5 231 . 2 -0 B SCHEDULE , (I� (IN.) (Les) 6 13 70 `: 6 18 85. 6 `:'24 100 6 30 115 b 36 130 WAT - 6' MIN. - ` " . ` - FURNISHED WITH 2" SO. OPERATING 'NUTS ., &SPADE BY •LIFTS INTO PLACE, I ,� I � "U , a � � TER LINE -ALL BOLTS & NUTS TO BE STAINLESS STEEL A304 " PIP PIPE•" CONSOLIDATE, ) ." L_ ` 2 END OF LINE- _BLOWOFF D, D. -+- , I -0 OR A316 THE TRENCH BOTTOM SHALL BE 7. ; ALL FITTINGS SHALL BE MECHANICAL JOINTS, UNLESS RISER DETAIL . GRADED SO AS:TO PROVIDE UNIFORM 8' MIN, /12' MAX. . " OTHERWISE DIRECTED BY FIELD REPRESENTATIVE AND CONTINUOUS SUPPORT FOR`THE 0-' 8. FACE STEAMER CONNECTION TOWARD NEAREST CURB PIPE BARREL 'BETWEEN BELL HOLES, .I OR STREET, UNLESS OTHERWISE SHOWN ON PLANS OR U DIRECTED BY FIELD REPRESENTATIVE. 9 6" M.J. GATE VALVES TO BE RESILIENT SEAT TYPE. FOR FIRE HYDRANTS WITH M.J. OR A.C. PIPE SHOES, BEDD LNG AND BACKS I LL FOR STRAPPING LUGS ARE FURNISHED AS STANDARD ITEMS. 0 IF DEPTH FROM TOP OF OPERATING NUT TO TOP OF W P IP E L- --� 4' - 6' - 10 VALVE BOX EXCEEDS 5' -0" THEN A VALVE STEM WATER LINE E SIDEWALK / - _I - + DETAIL: 1 -F EXTENSION SHALL BE REQUIRED 4 " CREOSOTED Posr �. UNDISTURBED SECTION A -A . EARTH _ DETAIL: 5 -B ELEVATION B -B TYPICAL HORIZONTAL THRUST BLOCK DETAIL (SEE HORIZONTAL .BEND- SCHEDULE 0 AIL 5 C ) TYPICAL VERTICAL THRUST BLOCK (SEE VERTICAL B N PAVEMENT 1' 4' -0° 2' 1- A -1/r TVK •x• cOPM umc - • >1 '> ,4' b 1-1/ 1" CORPORATION COCK 5. Where horizontal or vertical :deflections are ,proposed, the deflection' must -. : ' En the pipe only, no deflection is - allowed at the " P Y e joint. occur I _. . Q 6. Detector tape shall be installed ° in the `trench above `all waterlines BQL FULL PM - - - at a depth of :a approximately 24" below ..finish -.- r. � `"" . - WATER `MAIN I PP Y grade � 7. Pressure Testing is to be conducted on all water lines in conformance with the current technical specifications. for the City f ,College Station. Y 9 1b FOR SINGLE SERVICE All water lines must be Department in accordance with City of College - Station and Health` e artme Y g nt re uirements: P 9 DOUBLE STRAP. BRONZE 8: The top p, of all valve boxes are to be flush with the surroun ' SADDLE OR TAPPED TEE dmg I" wrE finished grades. ' _ _ W CORPORATION COCK . . 9. Upon comple of `co ` " p p.. construction the Contractor shall provide a EET SH E D SCHEDULE) e/c set of "red- lined" drawings marked "As- Built' to the City Engineer. H RI O ZONTAL BEND SCHEDULE wrt1, SIDEW�1j( f DETAIL 3 -B - / A = 11.2 p = 22.50° p = 45' p = so° I.D. T I -D. G RU EARTH ROCK I.D EARTH ROCK EARTH ROCK EARTH ROCK 11.25'22.50° E IN FT TONS GLUM GLUM G RU OLUM OLUM I.D.. G RU OLUM I.D. G. THRUST ( N.) (IN.) Fr. FT. (FT.) ( ) ( ) (TONS) Fr. FT. C.Y. Fr. FT. C.Y. (IN.) (FT.) (TONS) Fr. FT. C.Y. FT. FT. C.Y. (IN.) (FT.) (TONS) FT. FT. GLUM (IN.) (FT.) (TONS) OLUM GLUM C:Y. FT. FT. C.Y. Fr. FT. C.Y. FT. 4 0.4 1.5 1.5 0.9 .468 0.4 1.0 1.0 1.5 0.1 1.0 1.0 0.1 468 0.8 2.0 1.5 1.5 0.1 1.0 1:0 0.1 468 1.5 3.9 2.0 2.0 0.2 1.5 15 0.1 468 •2.7 7.1 5.0 1.5 0.4 2.0 10,12 0.5 1.5 1.5 1.2 16,12 0.6 2.2 1.5 1.5 0.1 . 1 1.5 - - 10.12 1.1 4.4 2.0 2.5 : 0.3 1.5 1.5 0.1 10 12 2.2 8.7 3:5 2.5 . 0.5 2.0 2.5 0.3 10 12 4.0 .16.0 6.5 2.5 LO 3.5 16 18 0.6 1.5 1.5 1:6 16 18 0.8 5.0 2.0 25 0.3 1.5 2.0 0.2 16 18 1.6 9.9 3.0 3.5 0.6 2.0 2.5 0.3 16 18 r 3.2 19.5 . 4:5 4.5 1.2 3.0 3.5. 0.6 16.18 6.0 36.0 9.0 4.0 2.4 & BOX TYPE .3 DETAIL 1 -E FIRE HYDRANT ASSEMBLIES 0 I ....�­, PLAN -TYPE 2 u . _ NOTE: FIRE' HYDRANTS WITH M.J. AND . , A.C. PIPE SHOES ARE FURNISHED . WITH STRAPPING VALVE BOX. (CLOW NATIONAL RAP NG LUGS . ; : ,, � . . u �", ._, -2450, OR EQUAL, WITH NO. 6 , QQ . C)l 1 1 F , 11 . fm - BASE AND COVER NO. F 2490 , . b > , "rea.g 0 0 : y ". , >. .: OR EQUAL. .:, . Q ;. A casec"6was8aocessaog, . JOSEPH , NOTE: 'FIR GROUND LEVEL aS3 I]. E HYDRANT TO BE AMERICAN DARLING SC n " nnne "n 24 SQ. X 4 THK. CONC. #4 BAR 15 MIN: R TOP OF B -84 -B BY AMERICAN FLOW CONTROL. THE I _U 0 y 1. . c + �j SLAB 18 CU FIRE HYDRANT - - , ® Z (TYP.) - RB SHALL MEET OR EXCEED AWWA - ,.. &6 . : C502, LATEST REVISION. 0....�> ,, - 3' MIN. .MATERIALS FOR EMBEDMENT - KEY - °a` i? 15 MIN. " _r °� v. 18 °' 5 MAX. . Q SELECT MATERIAL VALVE BOX VALVE Box (GLOW NATIONAL I A _ MA - - _ TERIAL:EXCAVATED FROM THE DITCH WHICH -IS FREE OF . (TYPICAL) 6" ,, F 2450. OR EQUAL. WITH N0: 6 ,: X13 - ROCKS, LUMPS;- CLODS;, OR DEBRIS LARGER THAN TWO (2) BASE AND COVER N0. F-2490 . M.J. ANCHOR OR E U INCHES IN THE LARGEST DIMENSION. ;CQMPACTION OF THE Q AL) MATERIAL :SHALL BE TO AT LEAST 90 % -OF THE MAX,:`DRY '' - _ ..i 3 MIN. COUPLING M.J. FlRE HYDRANT 2. - S QUARE AWWA NUT DENSITY AS DETERMINED.'BY:ASTM'D -698 AT A MOISTURE 6" M.J. GATE VALVE ° MAX. EXTENSION. TERMINATE OPTIMUM HOISTURE W/ VALVE BOX 6" M.J. GATE VALVE DETAIL 1 -1) s', FROM TOP OF BOX. CONTENT OF THE'MATERIAL. CONTENT OF =2 BELOW 'TO +6% ABOVE THE OPT ' FIRE HYDRANT NORMAL 4' BURY - :;. Z 6" M.J. 90' M.J. B GRANULAR MATERIAL i ANCHOR COUPLING I 7 CU. FT. CRUSHED 6 M:J. ANCHOR COUPLING 7 CU: FT. CRUSHED OR AS SHOWN ANCHORING BEND " " LENGTH AS READ MATERIA SHA O <-. 6 X13 M.J. ANCHOR ROCK OR CLEAN ROCK OR CLEAN c " ON PLANS \ - \ L LL BE BANK RUN SAND WHICH IS FREE - V` "i (SEE DETAIL 1 -G) s (VARIABLE LENGTH) COUPLING GRAVEL i GRAVEL BY PLANS) 6 M.J. G ;':.• ;. -:. 6 CIF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC ' . Z W d �: '; " SEE DETAIL 1 VALVE W BOX .MATERIAL.AND WHICH, WHEN TESTED BY STANDARD .. M � � L,, (SEE DETAIL 1) M.J. �E'WITH 6 BRANCH •.•• �.� CONCRETE BLOCKING / - -� LABORATORY METHODS, MEET THE'FOLLOWING REQUIREMENTS! GO ,I CONCRETE BLOCKING .... .. ..... 2000 PSI ::' . �: •:•::::... (2000 PSI) .• •: :. • •: •:. . {n n 4 ( ) •.� `:: ::::'::' - : :•' ::•:: •: :• ::•: MAXIMUM L3QUID LIMIT 45 Q j-- O ,�, ,,,, (DO NOT PLUG WEEP .,,._ (DO NOT PLUG WEEP .: <: .. .... :.' " .a..;:. •:: •... MAXIMUM PLASTICITY INDEX' , W ::.... ...: - HOLES WITH CONCRETE ... ♦ ♦ .. .. _; .. .. HOLES WITH CONCRETE .. •: >. ) ::.. .. .... I• °.•• •� �• ) o .. „ . •y , . M.J. 90 BEND .. �_ MAXIMUM PERGENT;PASSING NO: 200 SIEVE , , 15 y- • •., :..:•. •. .. .. .. ::: zL; ..: yw i' MINIMUM' PERCENT PASSING 3/ ' , m. O` .. .. ...... ...• -. M < } r .. -. r _ s . 4 SIEVE .100 Lit' O 11 e'< ,' >'• : , 1 . 1 : `. n :r- •::: ♦.. s: „, - >' :,• •. STD. GATE VALVE <. c 1 WATERLINE Z Z - x 5 �J :i. • _ `.. .. _. c _ >� .. ,.::.,r .tom >,:i 7,,`- ,:'.:.• •- -.,,,• _ :.. r ; r; H ~. ?,� At31LIZED SAND J ' S :. .: _; , ,,: SET HYDRANT ON ©CEMENT ST U - THE MATERIAL BE GRANULAR MATERIALS,MEEONG THE REQUIREMENTS .,.. _J ; .� .. -. - r .... ° : 4" THICK CONCRETE FIRE HYDRANT LEADS 4" THICK CONCRETE U W - t, - •� .. `4 - • • •' • OF MATERIAL B ABOVE MIXED WITH PORTLAND CEMENT AND ;'DESIGNED TO - " " " . �':� :' ' -' :- EILOCK OR BRICK LONGER THAN 18 FEET BLOCK PRODUCE _A MI O Li.' "" '" "' �- SET F.H. ON UNDISTURBED MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF. 50 PSI IN 48 i "- 2000 PSI DO NOT WITH _ �..- ; WILL BE CONSIDERED AS M.J. ON WATE HOURS AND 100 PSI 1N 7 DAYS WHEN COMPACTED To 95 %' DENSITY IN • " _ " ( )( o o EARTH IF POSSIBLE. IF - . -- :: -..,- SET HYDRANT ON j PLUG WEEP HOLES MAIN LINES & ANY CITY MAIN NOT, SUPPORT TO UNDIS- " " F o o AASTM Dt6 2 AND ASTM D7633.THE CEMENT - SAND MXTURE SOHALL CE WITH i 0 COLLEGE STATION BE 4 THICK CONCRETE 4 THICK CONCRETE WITH CONCRETE) TURBED EARTH. COMPACTED IN 8' LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. , B40CK OR BRICK BLOCK OR BRICK APPROVED PIPE MAY - - O \ \ \ \ FIELD MIXING OF CEMENT STABILIZED` 1 (2000 'P%)(DO NOT (2000 PSI) BE USED. M.J. ANCHOR COUPLING SAND 5 ACCEPTABLE. I 1 PLUG WEEP HOLES _ M.J ANCHOR COUPLING IMENSION VARIES ` 1' -1" (13') TO 6" VALVE - MECHANICAL JOINTS = WITH CONCRETE DETAIL 1 -g D ETAI L 1 C ( ) - ' ' (LENGTH AS REQ D BY SEE DETAIL 1 -1 WITH SET SCREW RETAINER G 6" M.J. GATE VALVE & BOX 6" M.J. 90' ANCHORING BEND (SEE DETAIL 1 -G) F 4-■ DETAIL 1 -A 6 "X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) PLAN -TYPE 2 PLAN -TYPE 5 R.O.W. LINE � ' STANDARD M.J. TEE RETURN ELLS (SEE NOTE 17) S ARE `I A A -..: ! - BRONZE INSECT SCREEN 8 DETAIL 1 -I w/ S.S. HOSE CLAMP PIPELINE WARNING SIGN N T S r 11 I L tJ , �-- M.J. ANCHORING COUPLING 3/4" TYPE 'L" RIGID COPPER . R COPPER'PIPE CLAMPS. HDG. `, 2.5' 2.5' 18'Wx24'Ex24'd {INSIDE DIM.) SIDEWALK V -6" OFF R.O oN -CAS CA$NTCRE BOX W/ 4' -0" COVER (OR.APPROVED EQUAL) 3/4 BRASS ELL 3/4'x3" BRASS NIPPLE ` DETAIL 1 -J i. , . ' TEE TAPPED 3 V BOX OVER 3/4 COPPER TO I.P.T . FIRE HYDRANT LAYOUTS PLUG VALVE / L- PLAN -TYPE 3 PLAN- TYPE.4 STRAIGHT COUPUNG /4" AIR VALVE MUELLER #H -15428 • ' ' CO MODEL 65 4,_O„ •(OR EQUAL) „ f (OR EQUAL) 3/4x6 8 NIPPLE . �'" R7 G `1ApE GENERAL NOTES: z WATER SERVICE LINE MATERIAL 1.P.T To 3 CU. FT. CRUSHED r , C COPPER FORD STONE OR PEA n 1. ALL CALCULATIONS ARE BASED ON INTERNAL 5. DIMENSIONS MAY BE VARIED AS REQUIRED 13Y COPPER WATER TUBING 3 4" TO 2" IN DIAMETER _ V G �.! 1' -0 / BALL VALVE RAVEL 3/4' BRASS ELL 12 rn PRESSURE OF 200 PSI FOR 24' LD. PIPE AND FIELD CONDITIONS WHERE AND AS DIRECTED 1' -0" SHALL CONFORM TO THE CURRENT ASTM $88 X641 -333 OR ` "�'! SMALLER AND 150 PSI ON 30 I.D. AND GIN VOLUME F �/ / . • BY THE ENGINEER. THE L E 0 CONCRETE STANDARD. TUBING FOR UNDERGROUND EQUAL 11 q LARGER. BLOCKING SHALL NOT BE LESS THAN SHOWN - , 2. ALL BEARING SURFACES OF THRUST BLOCKS HERE. LL BE SEAMLESS TYPE K, 31 INSTALLATIONS SHA4" TYPE "K' COPPER TUBING 0 OR ROCK. SHALL BE PLACED AGAINST UNDISTURBED EARTH 6. VOLUMES OF VERTICAL BEND THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE PIPE JOINT ANNEALED SOFT COPPER (060 OR 050) WITH A �= . , W 4' W 3 4" B , , e THRUST 3. WALL THICKNESS m ASSUMED HERE FOR CORRESPONDING WEIGHT OF THE CONCRETE R1 MINIMUM TENSILE STRENGTH OF 30,000 PSI. NO / / / BRASS NIPPLE W O.D ESTIMATING PURPOSES ONLY. TUBING WITH KINKS OR ANY TYPE OF DAMAGE WILL BE , �^ ...(4000 L8. /C.Y.) IS EQUAL TO OR GREATER THAN - THE X � O X ALLOWED. �, _ V J ; I 11 4. CONCRETE FOR BLOCKING SHALL BE 2000 PSI VERTICAL COMPONENT OF THRUST ON THE A O FITTINGS FOR COPPER TUBING SHALL CONFORM TO THE 1 '! - NOTE: . CONCRE - TE. VERTICAL BEND. p CURRENT ASA 616 -26 STANDARD. FITTINGS SHALL BE 1. EMBED (OFFER LINE IN TAMPED NOTE: R.c.c.P. OUTLET PIPES COMPRESSION TYPE AND BE CAPABLE OF AM ED SAND FROM uNOrsruRBE so1L To - POUR AGAINST - �, 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. Z ARE TO BE BLOCKED AS TEES. UNDISTURBED BED EARTH WITHSTANDING THE OPERATING AND SURGE PRESSURES 2. PAYMENT FOR BID ITEM OF 3/4 AIR RELEASE VALVE' SHALL INCLUDE . OF THE TUBING. ALL MATERIALS, AS SHOWN IN DETAIL ABOVE, INCLUDING MAIN LINE THRUST o `I EE E ON PLANS. DETAIL 5 -E UNDISTU em EARTH - T OF SIZE INDICATED 2 -C ® 1 1 . PIPE JOINT CONSTRUCTION NOTES: PLAN OF TEE THRUST BLOCK .. 3/4 I NCH AI R A GROUND /c 1. All waterline`and appurtenance construction shall be "in (SEE TEE & PLUG SCHEDULE) _ . e RELEASE VALUE accordance with he current City of College Station Standard NOTE: CONCRETE SHALL NOT PAVEMENT 6' -0 . Specifications for Water &' Sewer Construction. All 1 C ENCIDTH EXTEND BEYOND JOINTS -y- MIN. 5' -0" Z 2 MIN. I 3' construction shall be coordinated with thg City `Engineer's office. �- • c o ' �� t' -o' Bc PREFERRED O . 2 ,. roar 2. All waterline `materials, structures and .dppurtenances shall' meet current a' MIN. ASSUMED HORIZONTAL PLAN , 8191 "`� City standards and details. Alternate ' materials shall ' be allowed only if the �, 1 - 1/r rME x- Contractor receives written approval from the City Engineer. 3. The. Contractor shall be res onsible for veri in the ex . � I I � in TRENCH nmrac - - - P fY 9 act location 'of all 0 WIDT 2" P.V.C. existing underground utilities. Notification of the ut ility co THRUST °- POUR AGAINST -- 1 - 1 /2 .. 1 . � PAINT BLUE ty mpgnies 48 hours , O.D. A m \ UNDISTURBED EARTH I in advance. of construction is required. W 0 REINFORCING I.D. 0 Utility Contacts: Dig Tess (800) 344 -8377 NOTE: USE POLYETHYLENE WRAP TXU Gas 979 774 -2501 W BARS 120' T 3 5' MIN. COX COMMUNICATIONS 979 846 -2229 2 - °- /c ( ( ) OR EQUAL BETWEEN CONCRETE VERTICAL COMPONENT OF - y VERIZON (800) 344 8377 _ Q 11 \ & PLUG TO PREVENT CONCRETE . THRUST = TABULATED WITHOUT SIDEWALK.` . T FROM STICKING TO PLUG. VALUE LD. O.D. g 4. The construction ; shall comply I : with B E safety P Y OSHA Standard 29 CFR Part 1926 POUR AGAINST EAR Subpart P for trench safety requirements. General i J Y q information on trench UNDISTURBED TH is resented on the DETAIL: 5 -D e IDEwALK 3' Y P Trench Safety . Details sheet. PLAN OF PLUG THRUST BLOCK T REINFORCED S ELEVATION . (SEE TEE & PLUG SCHEDULE) BC 2, MEN. BAR #4 Ar t2' FOR 12° V . _ . VARIABLE PIPE &LARGER PROX. SAME C _� I VERTICAL BEND SCHEDULE TEE & PLUG SCHEDULE LENGTH AS BEND SECTION X -X I I f POUR AGAINST - . W .*- - -.. ° +\ .� ,: PLAN -TYPE 7 ' . . . : PLAN -TYPE 8 L DETAIL: 5-A LOCATION OF THRUST BLOCKS (SHOWN FOR REFERENCE ONLY) A 11.25' 22.50' 30° 45' A EARTH ROCK I.D. THRUST VOLUME RU OLUM E THRUST VOLUME RU OLUM E THRUST VOLUME RUJFOLLIM I ,D RU C p GLUM p OLU (IN ) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TON(C.Y.) ( ) IN. ( IN (TONS) (FT.) (Fr.) (C.Y.) (FT (C.Y.) ) 4.6.8 1.0 0.5 2.0 1.0 2.5 1.3 3.6 1.8 4.6 2.3 5.0 2.5 4 6 8 4 6 8 5.1 1.5 2.5 ' 0.3 2.0 0.2 1012 2.2 1.1 4.3 2.2 5.7 2.8 8.0 4.0 10.5 5.2 11.3 5.7 1012 1012 11.3 1.5 3.5 0.6 2.5 0.3 16,18 5.0 2.5 9.7 4.9 12.7 6.4 18.0 9.0 23.5 11.8 25-51 12:7 1 16,18 16,18 25.5 2.0 ' 5.5 1.6 4.0 0.9 . . -, DFTAII 3 -F3 WATER LINE ` WAT ER LINE . 1 I A. W TER SERVICE DETAIL WATER SERVICE CROSSING STREET THE TRENCH BOTTOM SHALL BE I O. V. I_L_) O 0 SCHEDULE _ SIZE A B Wr. (IN.) DIWIN.) DIM(IN.) (LBS) 6 15.5 10.56 10o GRADED SD AS TO PROVIDE UNIFORM ' 8' MIN. /12' MAX. LL_ W. W 2" BRASS PLUG AND CONTINUOUS SUPPORT FOR THE N GROUND PIPE BARREL BETWEEN BELL HOLES. In N. LEVEL • - 0 - 0 . r ;r • ;-. + GENERAL NOTES: sTANOARD - coNCRETE BEDDING AND B A C K F I L L F [� R a o DOUBLE METER BOX t-- I 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS, & 2 BRASS BALL VALVE qs PER CITY SPECS WATER PI ¢ ; . co B CLODS EXCEEDING 6" SHALL BE PLACED BY HAND & 177 OR SIMILAR} i O ! � (FORD 617 B COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH ts7 ,L17 ? OF 12 OVER THE TOP OF THE PIPE. 2 SCH: 40 GALVANIZED PIPE + DETAIL: 1 -H DETAIL: 1 -G 2. ALL CONCRETE BLOCKING SHALL BE 2000 PSI. 2" BRASS COUPLING DIRECTLY NE SIZE x2'' M.J. TAP P WATER LINE - �' M.J. ANCHORING TEE 2.5- M.J. 90' ANCHORING BEND 3 ALL THRUST BLOCKING WILL PROVIDE A MINIMUM OF 2 ABOVE CONCRETE BLOCKING LUG NTS A A SQ. FT OF BEARING AREA OF CONCRETE ON FOR LATER REMOVAL OF RISER , - WATER MAIN O , I I- UNDISTURBED SOIL, OR AS DIRECTED BY THE 2" BRASS ELL . Z R.O.W. LINE---- --- A ENGINEER. I _ .' 4 • ALL PIPE WILL BE LAID SO AS THE ENTIRE BARREL WILL HAVE FULL BEARING ON THE FINE GRADED • a PROPOSED GRADE ` TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR CONCRETE BLOCKING• PAVEMENT'SECTI�N SIDEWALK ADJACENT TO CURB - EACH BELL & FIRE HYDRANT. (SEE THRUST BLOCKIN ETAL WARNING TAPE 5 • WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE pETAIL) 2'x6 BRASS NIPPLE �' (24. BELOW GRADE) 11 BLOCKING HAS REACHED 1500 PSI. ,_. ° In 6. ALL GATE VALVES TO BE ®SELECT MATERIAL' :w. - "O" RING TYPE WITH NON- RISING STEMS ; . '' � © (MANUALLY CONSOLIDATE E - MECHANICAL JOINTS COMPLETE WITH GLANDS, BOLTS PVC PIPE . AT.OPTIMUM'MOISTURE) ` 0. & GASKETS DR -14, CIL 200 -- DETAIL C _,• ®'INITIAL 1BACKFILL :_ -OPEN COUNT - AWWA C 900 , .:, �, U ' CENTERLINE OF STREET ._- ER CLOCKWISE (LEFT) PAVED STREET CURB AND J __7 A ` VARIES 2' -6' MIN. 7' -6 MAX. _SCHED - SIZE A B T. . (IN.) DIM(IN.) DIM(IN.) (LBS) 6X6 6.0 6.0 63 8X6 6.0 7.0 83 12X6 5.0 910 126 16X6. 6.5 11.5 231 . 2 -0 B SCHEDULE , (I� (IN.) (Les) 6 13 70 `: 6 18 85. 6 `:'24 100 6 30 115 b 36 130 WAT - 6' MIN. - ` " . ` - FURNISHED WITH 2" SO. OPERATING 'NUTS ., &SPADE BY •LIFTS INTO PLACE, I ,� I � "U , a � � TER LINE -ALL BOLTS & NUTS TO BE STAINLESS STEEL A304 " PIP PIPE•" CONSOLIDATE, ) ." L_ ` 2 END OF LINE- _BLOWOFF D, D. -+- , I -0 OR A316 THE TRENCH BOTTOM SHALL BE 7. ; ALL FITTINGS SHALL BE MECHANICAL JOINTS, UNLESS RISER DETAIL . GRADED SO AS:TO PROVIDE UNIFORM 8' MIN, /12' MAX. . " OTHERWISE DIRECTED BY FIELD REPRESENTATIVE AND CONTINUOUS SUPPORT FOR`THE 0-' 8. FACE STEAMER CONNECTION TOWARD NEAREST CURB PIPE BARREL 'BETWEEN BELL HOLES, .I OR STREET, UNLESS OTHERWISE SHOWN ON PLANS OR U DIRECTED BY FIELD REPRESENTATIVE. 9 6" M.J. GATE VALVES TO BE RESILIENT SEAT TYPE. FOR FIRE HYDRANTS WITH M.J. OR A.C. PIPE SHOES, BEDD LNG AND BACKS I LL FOR STRAPPING LUGS ARE FURNISHED AS STANDARD ITEMS. 0 IF DEPTH FROM TOP OF OPERATING NUT TO TOP OF W P IP E L- --� 4' - 6' - 10 VALVE BOX EXCEEDS 5' -0" THEN A VALVE STEM WATER LINE E SIDEWALK / - _I - + DETAIL: 1 -F EXTENSION SHALL BE REQUIRED 4 " CREOSOTED Posr �. UNDISTURBED SECTION A -A . EARTH _ DETAIL: 5 -B ELEVATION B -B TYPICAL HORIZONTAL THRUST BLOCK DETAIL (SEE HORIZONTAL .BEND- SCHEDULE 0 AIL 5 C ) TYPICAL VERTICAL THRUST BLOCK (SEE VERTICAL B N PAVEMENT 1' 4' -0° 2' 1- A -1/r TVK •x• cOPM umc - • >1 '> ,4' b 1-1/ 1" CORPORATION COCK 5. Where horizontal or vertical :deflections are ,proposed, the deflection' must -. : ' En the pipe only, no deflection is - allowed at the " P Y e joint. occur I _. . Q 6. Detector tape shall be installed ° in the `trench above `all waterlines BQL FULL PM - - - at a depth of :a approximately 24" below ..finish -.- r. � `"" . - WATER `MAIN I PP Y grade � 7. Pressure Testing is to be conducted on all water lines in conformance with the current technical specifications. for the City f ,College Station. Y 9 1b FOR SINGLE SERVICE All water lines must be Department in accordance with City of College - Station and Health` e artme Y g nt re uirements: P 9 DOUBLE STRAP. BRONZE 8: The top p, of all valve boxes are to be flush with the surroun ' SADDLE OR TAPPED TEE dmg I" wrE finished grades. ' _ _ W CORPORATION COCK . . 9. Upon comple of `co ` " p p.. construction the Contractor shall provide a EET SH E D SCHEDULE) e/c set of "red- lined" drawings marked "As- Built' to the City Engineer. H RI O ZONTAL BEND SCHEDULE wrt1, SIDEW�1j( f DETAIL 3 -B - / A = 11.2 p = 22.50° p = 45' p = so° I.D. T I -D. G RU EARTH ROCK I.D EARTH ROCK EARTH ROCK EARTH ROCK 11.25'22.50° E IN FT TONS GLUM GLUM G RU OLUM OLUM I.D.. G RU OLUM I.D. G. THRUST ( N.) (IN.) Fr. FT. (FT.) ( ) ( ) (TONS) Fr. FT. C.Y. Fr. FT. C.Y. (IN.) (FT.) (TONS) Fr. FT. C.Y. FT. FT. C.Y. (IN.) (FT.) (TONS) FT. FT. GLUM (IN.) (FT.) (TONS) OLUM GLUM C:Y. FT. FT. C.Y. Fr. FT. C.Y. FT. 4 0.4 1.5 1.5 0.9 .468 0.4 1.0 1.0 1.5 0.1 1.0 1.0 0.1 468 0.8 2.0 1.5 1.5 0.1 1.0 1:0 0.1 468 1.5 3.9 2.0 2.0 0.2 1.5 15 0.1 468 •2.7 7.1 5.0 1.5 0.4 2.0 10,12 0.5 1.5 1.5 1.2 16,12 0.6 2.2 1.5 1.5 0.1 . 1 1.5 - - 10.12 1.1 4.4 2.0 2.5 : 0.3 1.5 1.5 0.1 10 12 2.2 8.7 3:5 2.5 . 0.5 2.0 2.5 0.3 10 12 4.0 .16.0 6.5 2.5 LO 3.5 16 18 0.6 1.5 1.5 1:6 16 18 0.8 5.0 2.0 25 0.3 1.5 2.0 0.2 16 18 1.6 9.9 3.0 3.5 0.6 2.0 2.5 0.3 16 18 r 3.2 19.5 . 4:5 4.5 1.2 3.0 3.5. 0.6 16.18 6.0 36.0 9.0 4.0 2.4 & BOX TYPE .3 DETAIL 1 -E FIRE HYDRANT ASSEMBLIES 0 I ....�­, PLAN -TYPE 2 u . _ NOTE: FIRE' HYDRANTS WITH M.J. AND . , A.C. PIPE SHOES ARE FURNISHED . WITH STRAPPING VALVE BOX. (CLOW NATIONAL RAP NG LUGS . ; : ,, � . . u �", ._, -2450, OR EQUAL, WITH NO. 6 , QQ . C)l 1 1 F , 11 . fm - BASE AND COVER NO. F 2490 , . b > , "rea.g 0 0 : y ". , >. .: OR EQUAL. .:, . Q ;. A casec"6was8aocessaog, . JOSEPH , NOTE: 'FIR GROUND LEVEL aS3 I]. E HYDRANT TO BE AMERICAN DARLING SC n " nnne "n 24 SQ. X 4 THK. CONC. #4 BAR 15 MIN: R TOP OF B -84 -B BY AMERICAN FLOW CONTROL. THE I _U 0 y 1. . c + �j SLAB 18 CU FIRE HYDRANT - - , ® Z (TYP.) - RB SHALL MEET OR EXCEED AWWA - ,.. &6 . : C502, LATEST REVISION. 0....�> ,, - 3' MIN. .MATERIALS FOR EMBEDMENT - KEY - °a` i? 15 MIN. " _r °� v. 18 °' 5 MAX. . Q SELECT MATERIAL VALVE BOX VALVE Box (GLOW NATIONAL I A _ MA - - _ TERIAL:EXCAVATED FROM THE DITCH WHICH -IS FREE OF . (TYPICAL) 6" ,, F 2450. OR EQUAL. WITH N0: 6 ,: X13 - ROCKS, LUMPS;- CLODS;, OR DEBRIS LARGER THAN TWO (2) BASE AND COVER N0. F-2490 . M.J. ANCHOR OR E U INCHES IN THE LARGEST DIMENSION. ;CQMPACTION OF THE Q AL) MATERIAL :SHALL BE TO AT LEAST 90 % -OF THE MAX,:`DRY '' - _ ..i 3 MIN. COUPLING M.J. FlRE HYDRANT 2. - S QUARE AWWA NUT DENSITY AS DETERMINED.'BY:ASTM'D -698 AT A MOISTURE 6" M.J. GATE VALVE ° MAX. EXTENSION. TERMINATE OPTIMUM HOISTURE W/ VALVE BOX 6" M.J. GATE VALVE DETAIL 1 -1) s', FROM TOP OF BOX. CONTENT OF THE'MATERIAL. CONTENT OF =2 BELOW 'TO +6% ABOVE THE OPT ' FIRE HYDRANT NORMAL 4' BURY - :;. Z 6" M.J. 90' M.J. B GRANULAR MATERIAL i ANCHOR COUPLING I 7 CU. FT. CRUSHED 6 M:J. ANCHOR COUPLING 7 CU: FT. CRUSHED OR AS SHOWN ANCHORING BEND " " LENGTH AS READ MATERIA SHA O <-. 6 X13 M.J. ANCHOR ROCK OR CLEAN ROCK OR CLEAN c " ON PLANS \ - \ L LL BE BANK RUN SAND WHICH IS FREE - V` "i (SEE DETAIL 1 -G) s (VARIABLE LENGTH) COUPLING GRAVEL i GRAVEL BY PLANS) 6 M.J. G ;':.• ;. -:. 6 CIF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC ' . Z W d �: '; " SEE DETAIL 1 VALVE W BOX .MATERIAL.AND WHICH, WHEN TESTED BY STANDARD .. M � � L,, (SEE DETAIL 1) M.J. �E'WITH 6 BRANCH •.•• �.� CONCRETE BLOCKING / - -� LABORATORY METHODS, MEET THE'FOLLOWING REQUIREMENTS! GO ,I CONCRETE BLOCKING .... .. ..... 2000 PSI ::' . �: •:•::::... (2000 PSI) .• •: :. • •: •:. . {n n 4 ( ) •.� `:: ::::'::' - : :•' ::•:: •: :• ::•: MAXIMUM L3QUID LIMIT 45 Q j-- O ,�, ,,,, (DO NOT PLUG WEEP .,,._ (DO NOT PLUG WEEP .: <: .. .... :.' " .a..;:. •:: •... MAXIMUM PLASTICITY INDEX' , W ::.... ...: - HOLES WITH CONCRETE ... ♦ ♦ .. .. _; .. .. HOLES WITH CONCRETE .. •: >. ) ::.. .. .... I• °.•• •� �• ) o .. „ . •y , . M.J. 90 BEND .. �_ MAXIMUM PERGENT;PASSING NO: 200 SIEVE , , 15 y- • •., :..:•. •. .. .. .. ::: zL; ..: yw i' MINIMUM' PERCENT PASSING 3/ ' , m. O` .. .. ...... ...• -. M < } r .. -. r _ s . 4 SIEVE .100 Lit' O 11 e'< ,' >'• : , 1 . 1 : `. n :r- •::: ♦.. s: „, - >' :,• •. STD. GATE VALVE <. c 1 WATERLINE Z Z - x 5 �J :i. • _ `.. .. _. c _ >� .. ,.::.,r .tom >,:i 7,,`- ,:'.:.• •- -.,,,• _ :.. r ; r; H ~. ?,� At31LIZED SAND J ' S :. .: _; , ,,: SET HYDRANT ON ©CEMENT ST U - THE MATERIAL BE GRANULAR MATERIALS,MEEONG THE REQUIREMENTS .,.. _J ; .� .. -. - r .... ° : 4" THICK CONCRETE FIRE HYDRANT LEADS 4" THICK CONCRETE U W - t, - •� .. `4 - • • •' • OF MATERIAL B ABOVE MIXED WITH PORTLAND CEMENT AND ;'DESIGNED TO - " " " . �':� :' ' -' :- EILOCK OR BRICK LONGER THAN 18 FEET BLOCK PRODUCE _A MI O Li.' "" '" "' �- SET F.H. ON UNDISTURBED MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF. 50 PSI IN 48 i "- 2000 PSI DO NOT WITH _ �..- ; WILL BE CONSIDERED AS M.J. ON WATE HOURS AND 100 PSI 1N 7 DAYS WHEN COMPACTED To 95 %' DENSITY IN • " _ " ( )( o o EARTH IF POSSIBLE. IF - . -- :: -..,- SET HYDRANT ON j PLUG WEEP HOLES MAIN LINES & ANY CITY MAIN NOT, SUPPORT TO UNDIS- " " F o o AASTM Dt6 2 AND ASTM D7633.THE CEMENT - SAND MXTURE SOHALL CE WITH i 0 COLLEGE STATION BE 4 THICK CONCRETE 4 THICK CONCRETE WITH CONCRETE) TURBED EARTH. COMPACTED IN 8' LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. , B40CK OR BRICK BLOCK OR BRICK APPROVED PIPE MAY - - O \ \ \ \ FIELD MIXING OF CEMENT STABILIZED` 1 (2000 'P%)(DO NOT (2000 PSI) BE USED. M.J. ANCHOR COUPLING SAND 5 ACCEPTABLE. I 1 PLUG WEEP HOLES _ M.J ANCHOR COUPLING IMENSION VARIES ` 1' -1" (13') TO 6" VALVE - MECHANICAL JOINTS = WITH CONCRETE DETAIL 1 -g D ETAI L 1 C ( ) - ' ' (LENGTH AS REQ D BY SEE DETAIL 1 -1 WITH SET SCREW RETAINER G 6" M.J. GATE VALVE & BOX 6" M.J. 90' ANCHORING BEND (SEE DETAIL 1 -G) F 4-■ DETAIL 1 -A 6 "X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) PLAN -TYPE 2 PLAN -TYPE 5 R.O.W. LINE � ' STANDARD M.J. TEE RETURN ELLS (SEE NOTE 17) S ARE `I A A -..: ! - BRONZE INSECT SCREEN 8 DETAIL 1 -I w/ S.S. HOSE CLAMP PIPELINE WARNING SIGN N T S r 11 I L tJ , �-- M.J. ANCHORING COUPLING 3/4" TYPE 'L" RIGID COPPER . R COPPER'PIPE CLAMPS. HDG. `, 2.5' 2.5' 18'Wx24'Ex24'd {INSIDE DIM.) SIDEWALK V -6" OFF R.O oN -CAS CA$NTCRE BOX W/ 4' -0" COVER (OR.APPROVED EQUAL) 3/4 BRASS ELL 3/4'x3" BRASS NIPPLE ` DETAIL 1 -J i. , . ' TEE TAPPED 3 V BOX OVER 3/4 COPPER TO I.P.T . FIRE HYDRANT LAYOUTS PLUG VALVE / L- PLAN -TYPE 3 PLAN- TYPE.4 STRAIGHT COUPUNG /4" AIR VALVE MUELLER #H -15428 • ' ' CO MODEL 65 4,_O„ •(OR EQUAL) „ f (OR EQUAL) 3/4x6 8 NIPPLE . �'" R7 G `1ApE GENERAL NOTES: z WATER SERVICE LINE MATERIAL 1.P.T To 3 CU. FT. CRUSHED r , C COPPER FORD STONE OR PEA n 1. ALL CALCULATIONS ARE BASED ON INTERNAL 5. DIMENSIONS MAY BE VARIED AS REQUIRED 13Y COPPER WATER TUBING 3 4" TO 2" IN DIAMETER _ V G �.! 1' -0 / BALL VALVE RAVEL 3/4' BRASS ELL 12 rn PRESSURE OF 200 PSI FOR 24' LD. PIPE AND FIELD CONDITIONS WHERE AND AS DIRECTED 1' -0" SHALL CONFORM TO THE CURRENT ASTM $88 X641 -333 OR ` "�'! SMALLER AND 150 PSI ON 30 I.D. AND GIN VOLUME F �/ / . • BY THE ENGINEER. THE L E 0 CONCRETE STANDARD. TUBING FOR UNDERGROUND EQUAL 11 q LARGER. BLOCKING SHALL NOT BE LESS THAN SHOWN - , 2. ALL BEARING SURFACES OF THRUST BLOCKS HERE. LL BE SEAMLESS TYPE K, 31 INSTALLATIONS SHA4" TYPE "K' COPPER TUBING 0 OR ROCK. SHALL BE PLACED AGAINST UNDISTURBED EARTH 6. VOLUMES OF VERTICAL BEND THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE PIPE JOINT ANNEALED SOFT COPPER (060 OR 050) WITH A �= . , W 4' W 3 4" B , , e THRUST 3. WALL THICKNESS m ASSUMED HERE FOR CORRESPONDING WEIGHT OF THE CONCRETE R1 MINIMUM TENSILE STRENGTH OF 30,000 PSI. NO / / / BRASS NIPPLE W O.D ESTIMATING PURPOSES ONLY. TUBING WITH KINKS OR ANY TYPE OF DAMAGE WILL BE , �^ ...(4000 L8. /C.Y.) IS EQUAL TO OR GREATER THAN - THE X � O X ALLOWED. �, _ V J ; I 11 4. CONCRETE FOR BLOCKING SHALL BE 2000 PSI VERTICAL COMPONENT OF THRUST ON THE A O FITTINGS FOR COPPER TUBING SHALL CONFORM TO THE 1 '! - NOTE: . CONCRE - TE. VERTICAL BEND. p CURRENT ASA 616 -26 STANDARD. FITTINGS SHALL BE 1. EMBED (OFFER LINE IN TAMPED NOTE: R.c.c.P. OUTLET PIPES COMPRESSION TYPE AND BE CAPABLE OF AM ED SAND FROM uNOrsruRBE so1L To - POUR AGAINST - �, 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. Z ARE TO BE BLOCKED AS TEES. UNDISTURBED BED EARTH WITHSTANDING THE OPERATING AND SURGE PRESSURES 2. PAYMENT FOR BID ITEM OF 3/4 AIR RELEASE VALVE' SHALL INCLUDE . OF THE TUBING. ALL MATERIALS, AS SHOWN IN DETAIL ABOVE, INCLUDING MAIN LINE THRUST o `I EE E ON PLANS. DETAIL 5 -E UNDISTU em EARTH - T OF SIZE INDICATED 2 -C ® 1 1 . PIPE JOINT CONSTRUCTION NOTES: PLAN OF TEE THRUST BLOCK .. 3/4 I NCH AI R A GROUND /c 1. All waterline`and appurtenance construction shall be "in (SEE TEE & PLUG SCHEDULE) _ . e RELEASE VALUE accordance with he current City of College Station Standard NOTE: CONCRETE SHALL NOT PAVEMENT 6' -0 . Specifications for Water &' Sewer Construction. All 1 C ENCIDTH EXTEND BEYOND JOINTS -y- MIN. 5' -0" Z 2 MIN. I 3' construction shall be coordinated with thg City `Engineer's office. �- • c o ' �� t' -o' Bc PREFERRED O . 2 ,. roar 2. All waterline `materials, structures and .dppurtenances shall' meet current a' MIN. ASSUMED HORIZONTAL PLAN , 8191 "`� City standards and details. Alternate ' materials shall ' be allowed only if the �, 1 - 1/r rME x- Contractor receives written approval from the City Engineer. 3. The. Contractor shall be res onsible for veri in the ex . � I I � in TRENCH nmrac - - - P fY 9 act location 'of all 0 WIDT 2" P.V.C. existing underground utilities. Notification of the ut ility co THRUST °- POUR AGAINST -- 1 - 1 /2 .. 1 . � PAINT BLUE ty mpgnies 48 hours , O.D. A m \ UNDISTURBED EARTH I in advance. of construction is required. W 0 REINFORCING I.D. 0 Utility Contacts: Dig Tess (800) 344 -8377 NOTE: USE POLYETHYLENE WRAP TXU Gas 979 774 -2501 W BARS 120' T 3 5' MIN. COX COMMUNICATIONS 979 846 -2229 2 - °- /c ( ( ) OR EQUAL BETWEEN CONCRETE VERTICAL COMPONENT OF - y VERIZON (800) 344 8377 _ Q 11 \ & PLUG TO PREVENT CONCRETE . THRUST = TABULATED WITHOUT SIDEWALK.` . T FROM STICKING TO PLUG. VALUE LD. O.D. g 4. The construction ; shall comply I : with B E safety P Y OSHA Standard 29 CFR Part 1926 POUR AGAINST EAR Subpart P for trench safety requirements. General i J Y q information on trench UNDISTURBED TH is resented on the DETAIL: 5 -D e IDEwALK 3' Y P Trench Safety . Details sheet. PLAN OF PLUG THRUST BLOCK T REINFORCED S ELEVATION . (SEE TEE & PLUG SCHEDULE) BC 2, MEN. BAR #4 Ar t2' FOR 12° V . _ . VARIABLE PIPE &LARGER PROX. SAME C _� I VERTICAL BEND SCHEDULE TEE & PLUG SCHEDULE LENGTH AS BEND SECTION X -X I I f POUR AGAINST - . W .*- - -.. ° +\ .� ,: PLAN -TYPE 7 ' . . . : PLAN -TYPE 8 L DETAIL: 5-A LOCATION OF THRUST BLOCKS (SHOWN FOR REFERENCE ONLY) A 11.25' 22.50' 30° 45' A EARTH ROCK I.D. THRUST VOLUME RU OLUM E THRUST VOLUME RU OLUM E THRUST VOLUME RUJFOLLIM I ,D RU C p GLUM p OLU (IN ) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TON(C.Y.) ( ) IN. ( IN (TONS) (FT.) (Fr.) (C.Y.) (FT (C.Y.) ) 4.6.8 1.0 0.5 2.0 1.0 2.5 1.3 3.6 1.8 4.6 2.3 5.0 2.5 4 6 8 4 6 8 5.1 1.5 2.5 ' 0.3 2.0 0.2 1012 2.2 1.1 4.3 2.2 5.7 2.8 8.0 4.0 10.5 5.2 11.3 5.7 1012 1012 11.3 1.5 3.5 0.6 2.5 0.3 16,18 5.0 2.5 9.7 4.9 12.7 6.4 18.0 9.0 23.5 11.8 25-51 12:7 1 16,18 16,18 25.5 2.0 ' 5.5 1.6 4.0 0.9 . . -, DFTAII 3 -F3 WATER LINE ` WAT ER LINE . 1 I A. W TER SERVICE DETAIL WATER SERVICE CROSSING STREET GRADED SD AS TO PROVIDE UNIFORM ' 8' MIN. /12' MAX. LL_ W. W 2" BRASS PLUG AND CONTINUOUS SUPPORT FOR THE N GROUND PIPE BARREL BETWEEN BELL HOLES. In N. LEVEL • - 0 - 0 . r ;r • ;-. + GENERAL NOTES: sTANOARD - coNCRETE BEDDING AND B A C K F I L L F [� R a o DOUBLE METER BOX t-- I 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS, & 2 BRASS BALL VALVE qs PER CITY SPECS WATER PI ¢ ; . co B CLODS EXCEEDING 6" SHALL BE PLACED BY HAND & 177 OR SIMILAR} i O ! � (FORD 617 B COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH ts7 ,L17 ? OF 12 OVER THE TOP OF THE PIPE. 2 SCH: 40 GALVANIZED PIPE + DETAIL: 1 -H DETAIL: 1 -G 2. ALL CONCRETE BLOCKING SHALL BE 2000 PSI. 2" BRASS COUPLING DIRECTLY NE SIZE x2'' M.J. TAP P WATER LINE - �' M.J. ANCHORING TEE 2.5- M.J. 90' ANCHORING BEND 3 ALL THRUST BLOCKING WILL PROVIDE A MINIMUM OF 2 ABOVE CONCRETE BLOCKING LUG NTS A A SQ. FT OF BEARING AREA OF CONCRETE ON FOR LATER REMOVAL OF RISER , - WATER MAIN O , I I- UNDISTURBED SOIL, OR AS DIRECTED BY THE 2" BRASS ELL . Z R.O.W. LINE---- --- A ENGINEER. I _ .' 4 • ALL PIPE WILL BE LAID SO AS THE ENTIRE BARREL WILL HAVE FULL BEARING ON THE FINE GRADED • a PROPOSED GRADE ` TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR CONCRETE BLOCKING• PAVEMENT'SECTI�N SIDEWALK ADJACENT TO CURB - EACH BELL & FIRE HYDRANT. (SEE THRUST BLOCKIN ETAL WARNING TAPE 5 • WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE pETAIL) 2'x6 BRASS NIPPLE �' (24. BELOW GRADE) 11 BLOCKING HAS REACHED 1500 PSI. ,_. ° In 6. ALL GATE VALVES TO BE ®SELECT MATERIAL' :w. - "O" RING TYPE WITH NON- RISING STEMS ; . '' � © (MANUALLY CONSOLIDATE E - MECHANICAL JOINTS COMPLETE WITH GLANDS, BOLTS PVC PIPE . AT.OPTIMUM'MOISTURE) ` 0. & GASKETS DR -14, CIL 200 -- DETAIL C _,• ®'INITIAL 1BACKFILL :_ -OPEN COUNT - AWWA C 900 , .:, �, U ' CENTERLINE OF STREET ._- ER CLOCKWISE (LEFT) PAVED STREET CURB AND J __7 A ` VARIES 2' -6' MIN. 7' -6 MAX. _SCHED - SIZE A B T. . (IN.) DIM(IN.) DIM(IN.) (LBS) 6X6 6.0 6.0 63 8X6 6.0 7.0 83 12X6 5.0 910 126 16X6. 6.5 11.5 231 . 2 -0 B SCHEDULE , (I� (IN.) (Les) 6 13 70 `: 6 18 85. 6 `:'24 100 6 30 115 b 36 130 WAT - 6' MIN. - ` " . ` - FURNISHED WITH 2" SO. OPERATING 'NUTS ., &SPADE BY •LIFTS INTO PLACE, I ,� I � "U , a � � TER LINE -ALL BOLTS & NUTS TO BE STAINLESS STEEL A304 " PIP PIPE•" CONSOLIDATE, ) ." L_ ` 2 END OF LINE- _BLOWOFF D, D. -+- , I -0 OR A316 THE TRENCH BOTTOM SHALL BE 7. ; ALL FITTINGS SHALL BE MECHANICAL JOINTS, UNLESS RISER DETAIL . GRADED SO AS:TO PROVIDE UNIFORM 8' MIN, /12' MAX. . " OTHERWISE DIRECTED BY FIELD REPRESENTATIVE AND CONTINUOUS SUPPORT FOR`THE 0-' 8. FACE STEAMER CONNECTION TOWARD NEAREST CURB PIPE BARREL 'BETWEEN BELL HOLES, .I OR STREET, UNLESS OTHERWISE SHOWN ON PLANS OR U DIRECTED BY FIELD REPRESENTATIVE. 9 6" M.J. GATE VALVES TO BE RESILIENT SEAT TYPE. FOR FIRE HYDRANTS WITH M.J. OR A.C. PIPE SHOES, BEDD LNG AND BACKS I LL FOR STRAPPING LUGS ARE FURNISHED AS STANDARD ITEMS. 0 IF DEPTH FROM TOP OF OPERATING NUT TO TOP OF W P IP E L- --� 4' - 6' - 10 VALVE BOX EXCEEDS 5' -0" THEN A VALVE STEM WATER LINE E SIDEWALK / - _I - + DETAIL: 1 -F EXTENSION SHALL BE REQUIRED 4 " CREOSOTED Posr �. UNDISTURBED SECTION A -A . EARTH _ DETAIL: 5 -B ELEVATION B -B TYPICAL HORIZONTAL THRUST BLOCK DETAIL (SEE HORIZONTAL .BEND- SCHEDULE 0 AIL 5 C ) TYPICAL VERTICAL THRUST BLOCK (SEE VERTICAL B N PAVEMENT 1' 4' -0° 2' 1- A -1/r TVK •x• cOPM umc - • >1 '> ,4' b 1-1/ 1" CORPORATION COCK 5. Where horizontal or vertical :deflections are ,proposed, the deflection' must -. : ' En the pipe only, no deflection is - allowed at the " P Y e joint. occur I _. . Q 6. Detector tape shall be installed ° in the `trench above `all waterlines BQL FULL PM - - - at a depth of :a approximately 24" below ..finish -.- r. � `"" . - WATER `MAIN I PP Y grade � 7. Pressure Testing is to be conducted on all water lines in conformance with the current technical specifications. for the City f ,College Station. Y 9 1b FOR SINGLE SERVICE All water lines must be Department in accordance with City of College - Station and Health` e artme Y g nt re uirements: P 9 DOUBLE STRAP. BRONZE 8: The top p, of all valve boxes are to be flush with the surroun ' SADDLE OR TAPPED TEE dmg I" wrE finished grades. ' _ _ W CORPORATION COCK . . 9. Upon comple of `co ` " p p.. construction the Contractor shall provide a EET SH E D SCHEDULE) e/c set of "red- lined" drawings marked "As- Built' to the City Engineer. H RI O ZONTAL BEND SCHEDULE wrt1, SIDEW�1j( f DETAIL 3 -B - / A = 11.2 p = 22.50° p = 45' p = so° I.D. T I -D. G RU EARTH ROCK I.D EARTH ROCK EARTH ROCK EARTH ROCK 11.25'22.50° E IN FT TONS GLUM GLUM G RU OLUM OLUM I.D.. G RU OLUM I.D. G. THRUST ( N.) (IN.) Fr. FT. (FT.) ( ) ( ) (TONS) Fr. FT. C.Y. Fr. FT. C.Y. (IN.) (FT.) (TONS) Fr. FT. C.Y. FT. FT. C.Y. (IN.) (FT.) (TONS) FT. FT. GLUM (IN.) (FT.) (TONS) OLUM GLUM C:Y. FT. FT. C.Y. Fr. FT. C.Y. FT. 4 0.4 1.5 1.5 0.9 .468 0.4 1.0 1.0 1.5 0.1 1.0 1.0 0.1 468 0.8 2.0 1.5 1.5 0.1 1.0 1:0 0.1 468 1.5 3.9 2.0 2.0 0.2 1.5 15 0.1 468 •2.7 7.1 5.0 1.5 0.4 2.0 10,12 0.5 1.5 1.5 1.2 16,12 0.6 2.2 1.5 1.5 0.1 . 1 1.5 - - 10.12 1.1 4.4 2.0 2.5 : 0.3 1.5 1.5 0.1 10 12 2.2 8.7 3:5 2.5 . 0.5 2.0 2.5 0.3 10 12 4.0 .16.0 6.5 2.5 LO 3.5 16 18 0.6 1.5 1.5 1:6 16 18 0.8 5.0 2.0 25 0.3 1.5 2.0 0.2 16 18 1.6 9.9 3.0 3.5 0.6 2.0 2.5 0.3 16 18 r 3.2 19.5 . 4:5 4.5 1.2 3.0 3.5. 0.6 16.18 6.0 36.0 9.0 4.0 2.4 & BOX TYPE .3 DETAIL 1 -E FIRE HYDRANT ASSEMBLIES 0 I ....�­, PLAN -TYPE 2 u . _ NOTE: FIRE' HYDRANTS WITH M.J. AND . , A.C. PIPE SHOES ARE FURNISHED . WITH STRAPPING VALVE BOX. (CLOW NATIONAL RAP NG LUGS . ; : ,, � . . u �", ._, -2450, OR EQUAL, WITH NO. 6 , QQ . C)l 1 1 F , 11 . fm - BASE AND COVER NO. F 2490 , . b > , "rea.g 0 0 : y ". , >. .: OR EQUAL. .:, . Q ;. A casec"6was8aocessaog, . JOSEPH , NOTE: 'FIR GROUND LEVEL aS3 I]. E HYDRANT TO BE AMERICAN DARLING SC n " nnne "n 24 SQ. X 4 THK. CONC. #4 BAR 15 MIN: R TOP OF B -84 -B BY AMERICAN FLOW CONTROL. THE I _U 0 y 1. . c + �j SLAB 18 CU FIRE HYDRANT - - , ® Z (TYP.) - RB SHALL MEET OR EXCEED AWWA - ,.. &6 . : C502, LATEST REVISION. 0....�> ,, - 3' MIN. .MATERIALS FOR EMBEDMENT - KEY - °a` i? 15 MIN. " _r °� v. 18 °' 5 MAX. . Q SELECT MATERIAL VALVE BOX VALVE Box (GLOW NATIONAL I A _ MA - - _ TERIAL:EXCAVATED FROM THE DITCH WHICH -IS FREE OF . (TYPICAL) 6" ,, F 2450. OR EQUAL. WITH N0: 6 ,: X13 - ROCKS, LUMPS;- CLODS;, OR DEBRIS LARGER THAN TWO (2) BASE AND COVER N0. F-2490 . M.J. ANCHOR OR E U INCHES IN THE LARGEST DIMENSION. ;CQMPACTION OF THE Q AL) MATERIAL :SHALL BE TO AT LEAST 90 % -OF THE MAX,:`DRY '' - _ ..i 3 MIN. COUPLING M.J. FlRE HYDRANT 2. - S QUARE AWWA NUT DENSITY AS DETERMINED.'BY:ASTM'D -698 AT A MOISTURE 6" M.J. GATE VALVE ° MAX. EXTENSION. TERMINATE OPTIMUM HOISTURE W/ VALVE BOX 6" M.J. GATE VALVE DETAIL 1 -1) s', FROM TOP OF BOX. CONTENT OF THE'MATERIAL. CONTENT OF =2 BELOW 'TO +6% ABOVE THE OPT ' FIRE HYDRANT NORMAL 4' BURY - :;. Z 6" M.J. 90' M.J. B GRANULAR MATERIAL i ANCHOR COUPLING I 7 CU. FT. CRUSHED 6 M:J. ANCHOR COUPLING 7 CU: FT. CRUSHED OR AS SHOWN ANCHORING BEND " " LENGTH AS READ MATERIA SHA O <-. 6 X13 M.J. ANCHOR ROCK OR CLEAN ROCK OR CLEAN c " ON PLANS \ - \ L LL BE BANK RUN SAND WHICH IS FREE - V` "i (SEE DETAIL 1 -G) s (VARIABLE LENGTH) COUPLING GRAVEL i GRAVEL BY PLANS) 6 M.J. G ;':.• ;. -:. 6 CIF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC ' . Z W d �: '; " SEE DETAIL 1 VALVE W BOX .MATERIAL.AND WHICH, WHEN TESTED BY STANDARD .. M � � L,, (SEE DETAIL 1) M.J. �E'WITH 6 BRANCH •.•• �.� CONCRETE BLOCKING / - -� LABORATORY METHODS, MEET THE'FOLLOWING REQUIREMENTS! GO ,I CONCRETE BLOCKING .... .. ..... 2000 PSI ::' . �: •:•::::... (2000 PSI) .• •: :. • •: •:. . {n n 4 ( ) •.� `:: ::::'::' - : :•' ::•:: •: :• ::•: MAXIMUM L3QUID LIMIT 45 Q j-- O ,�, ,,,, (DO NOT PLUG WEEP .,,._ (DO NOT PLUG WEEP .: <: .. .... :.' " .a..;:. •:: •... MAXIMUM PLASTICITY INDEX' , W ::.... ...: - HOLES WITH CONCRETE ... ♦ ♦ .. .. _; .. .. HOLES WITH CONCRETE .. •: >. ) ::.. .. .... I• °.•• •� �• ) o .. „ . •y , . M.J. 90 BEND .. �_ MAXIMUM PERGENT;PASSING NO: 200 SIEVE , , 15 y- • •., :..:•. •. .. .. .. ::: zL; ..: yw i' MINIMUM' PERCENT PASSING 3/ ' , m. O` .. .. ...... ...• -. M < } r .. -. r _ s . 4 SIEVE .100 Lit' O 11 e'< ,' >'• : , 1 . 1 : `. n :r- •::: ♦.. s: „, - >' :,• •. STD. GATE VALVE <. c 1 WATERLINE Z Z - x 5 �J :i. • _ `.. .. _. c _ >� .. ,.::.,r .tom >,:i 7,,`- ,:'.:.• •- -.,,,• _ :.. r ; r; H ~. ?,� At31LIZED SAND J ' S :. .: _; , ,,: SET HYDRANT ON ©CEMENT ST U - THE MATERIAL BE GRANULAR MATERIALS,MEEONG THE REQUIREMENTS .,.. _J ; .� .. -. - r .... ° : 4" THICK CONCRETE FIRE HYDRANT LEADS 4" THICK CONCRETE U W - t, - •� .. `4 - • • •' • OF MATERIAL B ABOVE MIXED WITH PORTLAND CEMENT AND ;'DESIGNED TO - " " " . �':� :' ' -' :- EILOCK OR BRICK LONGER THAN 18 FEET BLOCK PRODUCE _A MI O Li.' "" '" "' �- SET F.H. ON UNDISTURBED MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF. 50 PSI IN 48 i "- 2000 PSI DO NOT WITH _ �..- ; WILL BE CONSIDERED AS M.J. ON WATE HOURS AND 100 PSI 1N 7 DAYS WHEN COMPACTED To 95 %' DENSITY IN • " _ " ( )( o o EARTH IF POSSIBLE. IF - . -- :: -..,- SET HYDRANT ON j PLUG WEEP HOLES MAIN LINES & ANY CITY MAIN NOT, SUPPORT TO UNDIS- " " F o o AASTM Dt6 2 AND ASTM D7633.THE CEMENT - SAND MXTURE SOHALL CE WITH i 0 COLLEGE STATION BE 4 THICK CONCRETE 4 THICK CONCRETE WITH CONCRETE) TURBED EARTH. COMPACTED IN 8' LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. , B40CK OR BRICK BLOCK OR BRICK APPROVED PIPE MAY - - O \ \ \ \ FIELD MIXING OF CEMENT STABILIZED` 1 (2000 'P%)(DO NOT (2000 PSI) BE USED. M.J. ANCHOR COUPLING SAND 5 ACCEPTABLE. I 1 PLUG WEEP HOLES _ M.J ANCHOR COUPLING IMENSION VARIES ` 1' -1" (13') TO 6" VALVE - MECHANICAL JOINTS = WITH CONCRETE DETAIL 1 -g D ETAI L 1 C ( ) - ' ' (LENGTH AS REQ D BY SEE DETAIL 1 -1 WITH SET SCREW RETAINER G 6" M.J. GATE VALVE & BOX 6" M.J. 90' ANCHORING BEND (SEE DETAIL 1 -G) F 4-■ DETAIL 1 -A 6 "X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) PLAN -TYPE 2 PLAN -TYPE 5 R.O.W. LINE � ' STANDARD M.J. TEE RETURN ELLS (SEE NOTE 17) S ARE `I A A -..: ! - BRONZE INSECT SCREEN 8 DETAIL 1 -I w/ S.S. HOSE CLAMP PIPELINE WARNING SIGN N T S r 11 I L tJ , �-- M.J. ANCHORING COUPLING 3/4" TYPE 'L" RIGID COPPER . R COPPER'PIPE CLAMPS. HDG. `, 2.5' 2.5' 18'Wx24'Ex24'd {INSIDE DIM.) SIDEWALK V -6" OFF R.O oN -CAS CA$NTCRE BOX W/ 4' -0" COVER (OR.APPROVED EQUAL) 3/4 BRASS ELL 3/4'x3" BRASS NIPPLE ` DETAIL 1 -J i. , . ' TEE TAPPED 3 V BOX OVER 3/4 COPPER TO I.P.T . FIRE HYDRANT LAYOUTS PLUG VALVE / L- PLAN -TYPE 3 PLAN- TYPE.4 STRAIGHT COUPUNG /4" AIR VALVE MUELLER #H -15428 • ' ' CO MODEL 65 4,_O„ •(OR EQUAL) „ f (OR EQUAL) 3/4x6 8 NIPPLE . �'" R7 G `1ApE GENERAL NOTES: z WATER SERVICE LINE MATERIAL 1.P.T To 3 CU. FT. CRUSHED r , C COPPER FORD STONE OR PEA n 1. ALL CALCULATIONS ARE BASED ON INTERNAL 5. DIMENSIONS MAY BE VARIED AS REQUIRED 13Y COPPER WATER TUBING 3 4" TO 2" IN DIAMETER _ V G �.! 1' -0 / BALL VALVE RAVEL 3/4' BRASS ELL 12 rn PRESSURE OF 200 PSI FOR 24' LD. PIPE AND FIELD CONDITIONS WHERE AND AS DIRECTED 1' -0" SHALL CONFORM TO THE CURRENT ASTM $88 X641 -333 OR ` "�'! SMALLER AND 150 PSI ON 30 I.D. AND GIN VOLUME F �/ / . • BY THE ENGINEER. THE L E 0 CONCRETE STANDARD. TUBING FOR UNDERGROUND EQUAL 11 q LARGER. BLOCKING SHALL NOT BE LESS THAN SHOWN - , 2. ALL BEARING SURFACES OF THRUST BLOCKS HERE. LL BE SEAMLESS TYPE K, 31 INSTALLATIONS SHA4" TYPE "K' COPPER TUBING 0 OR ROCK. SHALL BE PLACED AGAINST UNDISTURBED EARTH 6. VOLUMES OF VERTICAL BEND THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE PIPE JOINT ANNEALED SOFT COPPER (060 OR 050) WITH A �= . , W 4' W 3 4" B , , e THRUST 3. WALL THICKNESS m ASSUMED HERE FOR CORRESPONDING WEIGHT OF THE CONCRETE R1 MINIMUM TENSILE STRENGTH OF 30,000 PSI. NO / / / BRASS NIPPLE W O.D ESTIMATING PURPOSES ONLY. TUBING WITH KINKS OR ANY TYPE OF DAMAGE WILL BE , �^ ...(4000 L8. /C.Y.) IS EQUAL TO OR GREATER THAN - THE X � O X ALLOWED. �, _ V J ; I 11 4. CONCRETE FOR BLOCKING SHALL BE 2000 PSI VERTICAL COMPONENT OF THRUST ON THE A O FITTINGS FOR COPPER TUBING SHALL CONFORM TO THE 1 '! - NOTE: . CONCRE - TE. VERTICAL BEND. p CURRENT ASA 616 -26 STANDARD. FITTINGS SHALL BE 1. EMBED (OFFER LINE IN TAMPED NOTE: R.c.c.P. OUTLET PIPES COMPRESSION TYPE AND BE CAPABLE OF AM ED SAND FROM uNOrsruRBE so1L To - POUR AGAINST - �, 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. Z ARE TO BE BLOCKED AS TEES. UNDISTURBED BED EARTH WITHSTANDING THE OPERATING AND SURGE PRESSURES 2. PAYMENT FOR BID ITEM OF 3/4 AIR RELEASE VALVE' SHALL INCLUDE . OF THE TUBING. ALL MATERIALS, AS SHOWN IN DETAIL ABOVE, INCLUDING MAIN LINE THRUST o `I EE E ON PLANS. DETAIL 5 -E UNDISTU em EARTH - T OF SIZE INDICATED 2 -C ® 1 1 . PIPE JOINT CONSTRUCTION NOTES: PLAN OF TEE THRUST BLOCK .. 3/4 I NCH AI R A GROUND /c 1. All waterline`and appurtenance construction shall be "in (SEE TEE & PLUG SCHEDULE) _ . e RELEASE VALUE accordance with he current City of College Station Standard NOTE: CONCRETE SHALL NOT PAVEMENT 6' -0 . Specifications for Water &' Sewer Construction. All 1 C ENCIDTH EXTEND BEYOND JOINTS -y- MIN. 5' -0" Z 2 MIN. I 3' construction shall be coordinated with thg City `Engineer's office. �- • c o ' �� t' -o' Bc PREFERRED O . 2 ,. roar 2. All waterline `materials, structures and .dppurtenances shall' meet current a' MIN. ASSUMED HORIZONTAL PLAN , 8191 "`� City standards and details. Alternate ' materials shall ' be allowed only if the �, 1 - 1/r rME x- Contractor receives written approval from the City Engineer. 3. The. Contractor shall be res onsible for veri in the ex . � I I � in TRENCH nmrac - - - P fY 9 act location 'of all 0 WIDT 2" P.V.C. existing underground utilities. Notification of the ut ility co THRUST °- POUR AGAINST -- 1 - 1 /2 .. 1 . � PAINT BLUE ty mpgnies 48 hours , O.D. A m \ UNDISTURBED EARTH I in advance. of construction is required. W 0 REINFORCING I.D. 0 Utility Contacts: Dig Tess (800) 344 -8377 NOTE: USE POLYETHYLENE WRAP TXU Gas 979 774 -2501 W BARS 120' T 3 5' MIN. COX COMMUNICATIONS 979 846 -2229 2 - °- /c ( ( ) OR EQUAL BETWEEN CONCRETE VERTICAL COMPONENT OF - y VERIZON (800) 344 8377 _ Q 11 \ & PLUG TO PREVENT CONCRETE . THRUST = TABULATED WITHOUT SIDEWALK.` . T FROM STICKING TO PLUG. VALUE LD. O.D. g 4. The construction ; shall comply I : with B E safety P Y OSHA Standard 29 CFR Part 1926 POUR AGAINST EAR Subpart P for trench safety requirements. General i J Y q information on trench UNDISTURBED TH is resented on the DETAIL: 5 -D e IDEwALK 3' Y P Trench Safety . Details sheet. PLAN OF PLUG THRUST BLOCK T REINFORCED S ELEVATION . (SEE TEE & PLUG SCHEDULE) BC 2, MEN. BAR #4 Ar t2' FOR 12° V . _ . VARIABLE PIPE &LARGER PROX. SAME C _� I VERTICAL BEND SCHEDULE TEE & PLUG SCHEDULE LENGTH AS BEND SECTION X -X I I f POUR AGAINST - . W .*- - -.. ° +\ .� ,: PLAN -TYPE 7 ' . . . : PLAN -TYPE 8 L DETAIL: 5-A LOCATION OF THRUST BLOCKS (SHOWN FOR REFERENCE ONLY) A 11.25' 22.50' 30° 45' A EARTH ROCK I.D. THRUST VOLUME RU OLUM E THRUST VOLUME RU OLUM E THRUST VOLUME RUJFOLLIM I ,D RU C p GLUM p OLU (IN ) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TON(C.Y.) ( ) IN. ( IN (TONS) (FT.) (Fr.) (C.Y.) (FT (C.Y.) ) 4.6.8 1.0 0.5 2.0 1.0 2.5 1.3 3.6 1.8 4.6 2.3 5.0 2.5 4 6 8 4 6 8 5.1 1.5 2.5 ' 0.3 2.0 0.2 1012 2.2 1.1 4.3 2.2 5.7 2.8 8.0 4.0 10.5 5.2 11.3 5.7 1012 1012 11.3 1.5 3.5 0.6 2.5 0.3 16,18 5.0 2.5 9.7 4.9 12.7 6.4 18.0 9.0 23.5 11.8 25-51 12:7 1 16,18 16,18 25.5 2.0 ' 5.5 1.6 4.0 0.9 . . -, DFTAII 3 -F3 WATER LINE ` WAT ER LINE . 1 I A. W TER SERVICE DETAIL WATER SERVICE CROSSING STREET 2 -0 B SCHEDULE , (I� (IN.) (Les) 6 13 70 `: 6 18 85. 6 `:'24 100 6 30 115 b 36 130 WAT - 6' MIN. - ` " . ` - FURNISHED WITH 2" SO. OPERATING 'NUTS ., &SPADE BY •LIFTS INTO PLACE, I ,� I � "U , a � � TER LINE -ALL BOLTS & NUTS TO BE STAINLESS STEEL A304 " PIP PIPE•" CONSOLIDATE, ) ." L_ ` 2 END OF LINE- _BLOWOFF D, D. -+- , I -0 OR A316 THE TRENCH BOTTOM SHALL BE 7. ; ALL FITTINGS SHALL BE MECHANICAL JOINTS, UNLESS RISER DETAIL . GRADED SO AS:TO PROVIDE UNIFORM 8' MIN, /12' MAX. . " OTHERWISE DIRECTED BY FIELD REPRESENTATIVE AND CONTINUOUS SUPPORT FOR`THE 0-' 8. FACE STEAMER CONNECTION TOWARD NEAREST CURB PIPE BARREL 'BETWEEN BELL HOLES, .I OR STREET, UNLESS OTHERWISE SHOWN ON PLANS OR U DIRECTED BY FIELD REPRESENTATIVE. 9 6" M.J. GATE VALVES TO BE RESILIENT SEAT TYPE. FOR FIRE HYDRANTS WITH M.J. OR A.C. PIPE SHOES, BEDD LNG AND BACKS I LL FOR STRAPPING LUGS ARE FURNISHED AS STANDARD ITEMS. 0 IF DEPTH FROM TOP OF OPERATING NUT TO TOP OF W P IP E L- --� 4' - 6' - 10 VALVE BOX EXCEEDS 5' -0" THEN A VALVE STEM WATER LINE E SIDEWALK / - _I - + DETAIL: 1 -F EXTENSION SHALL BE REQUIRED 4 " CREOSOTED Posr �. UNDISTURBED SECTION A -A . EARTH _ DETAIL: 5 -B ELEVATION B -B TYPICAL HORIZONTAL THRUST BLOCK DETAIL (SEE HORIZONTAL .BEND- SCHEDULE 0 AIL 5 C ) TYPICAL VERTICAL THRUST BLOCK (SEE VERTICAL B N PAVEMENT 1' 4' -0° 2' 1- A -1/r TVK •x• cOPM umc - • >1 '> ,4' b 1-1/ 1" CORPORATION COCK 5. Where horizontal or vertical :deflections are ,proposed, the deflection' must -. : ' En the pipe only, no deflection is - allowed at the " P Y e joint. occur I _. . Q 6. Detector tape shall be installed ° in the `trench above `all waterlines BQL FULL PM - - - at a depth of :a approximately 24" below ..finish -.- r. � `"" . - WATER `MAIN I PP Y grade � 7. Pressure Testing is to be conducted on all water lines in conformance with the current technical specifications. for the City f ,College Station. Y 9 1b FOR SINGLE SERVICE All water lines must be Department in accordance with City of College - Station and Health` e artme Y g nt re uirements: P 9 DOUBLE STRAP. BRONZE 8: The top p, of all valve boxes are to be flush with the surroun ' SADDLE OR TAPPED TEE dmg I" wrE finished grades. ' _ _ W CORPORATION COCK . . 9. Upon comple of `co ` " p p.. construction the Contractor shall provide a EET SH E D SCHEDULE) e/c set of "red- lined" drawings marked "As- Built' to the City Engineer. H RI O ZONTAL BEND SCHEDULE wrt1, SIDEW�1j( f DETAIL 3 -B - / A = 11.2 p = 22.50° p = 45' p = so° I.D. T I -D. G RU EARTH ROCK I.D EARTH ROCK EARTH ROCK EARTH ROCK 11.25'22.50° E IN FT TONS GLUM GLUM G RU OLUM OLUM I.D.. G RU OLUM I.D. G. THRUST ( N.) (IN.) Fr. FT. (FT.) ( ) ( ) (TONS) Fr. FT. C.Y. Fr. FT. C.Y. (IN.) (FT.) (TONS) Fr. FT. C.Y. FT. FT. C.Y. (IN.) (FT.) (TONS) FT. FT. GLUM (IN.) (FT.) (TONS) OLUM GLUM C:Y. FT. FT. C.Y. Fr. FT. C.Y. FT. 4 0.4 1.5 1.5 0.9 .468 0.4 1.0 1.0 1.5 0.1 1.0 1.0 0.1 468 0.8 2.0 1.5 1.5 0.1 1.0 1:0 0.1 468 1.5 3.9 2.0 2.0 0.2 1.5 15 0.1 468 •2.7 7.1 5.0 1.5 0.4 2.0 10,12 0.5 1.5 1.5 1.2 16,12 0.6 2.2 1.5 1.5 0.1 . 1 1.5 - - 10.12 1.1 4.4 2.0 2.5 : 0.3 1.5 1.5 0.1 10 12 2.2 8.7 3:5 2.5 . 0.5 2.0 2.5 0.3 10 12 4.0 .16.0 6.5 2.5 LO 3.5 16 18 0.6 1.5 1.5 1:6 16 18 0.8 5.0 2.0 25 0.3 1.5 2.0 0.2 16 18 1.6 9.9 3.0 3.5 0.6 2.0 2.5 0.3 16 18 r 3.2 19.5 . 4:5 4.5 1.2 3.0 3.5. 0.6 16.18 6.0 36.0 9.0 4.0 2.4 & BOX TYPE .3 DETAIL 1 -E FIRE HYDRANT ASSEMBLIES 0 I ....�­, PLAN -TYPE 2 u . _ NOTE: FIRE' HYDRANTS WITH M.J. AND . , A.C. PIPE SHOES ARE FURNISHED . WITH STRAPPING VALVE BOX. (CLOW NATIONAL RAP NG LUGS . ; : ,, � . . u �", ._, -2450, OR EQUAL, WITH NO. 6 , QQ . C)l 1 1 F , 11 . fm - BASE AND COVER NO. F 2490 , . b > , "rea.g 0 0 : y ". , >. .: OR EQUAL. .:, . Q ;. A casec"6was8aocessaog, . JOSEPH , NOTE: 'FIR GROUND LEVEL aS3 I]. E HYDRANT TO BE AMERICAN DARLING SC n " nnne "n 24 SQ. X 4 THK. CONC. #4 BAR 15 MIN: R TOP OF B -84 -B BY AMERICAN FLOW CONTROL. THE I _U 0 y 1. . c + �j SLAB 18 CU FIRE HYDRANT - - , ® Z (TYP.) - RB SHALL MEET OR EXCEED AWWA - ,.. &6 . : C502, LATEST REVISION. 0....�> ,, - 3' MIN. .MATERIALS FOR EMBEDMENT - KEY - °a` i? 15 MIN. " _r °� v. 18 °' 5 MAX. . Q SELECT MATERIAL VALVE BOX VALVE Box (GLOW NATIONAL I A _ MA - - _ TERIAL:EXCAVATED FROM THE DITCH WHICH -IS FREE OF . (TYPICAL) 6" ,, F 2450. OR EQUAL. WITH N0: 6 ,: X13 - ROCKS, LUMPS;- CLODS;, OR DEBRIS LARGER THAN TWO (2) BASE AND COVER N0. F-2490 . M.J. ANCHOR OR E U INCHES IN THE LARGEST DIMENSION. ;CQMPACTION OF THE Q AL) MATERIAL :SHALL BE TO AT LEAST 90 % -OF THE MAX,:`DRY '' - _ ..i 3 MIN. COUPLING M.J. FlRE HYDRANT 2. - S QUARE AWWA NUT DENSITY AS DETERMINED.'BY:ASTM'D -698 AT A MOISTURE 6" M.J. GATE VALVE ° MAX. EXTENSION. TERMINATE OPTIMUM HOISTURE W/ VALVE BOX 6" M.J. GATE VALVE DETAIL 1 -1) s', FROM TOP OF BOX. CONTENT OF THE'MATERIAL. CONTENT OF =2 BELOW 'TO +6% ABOVE THE OPT ' FIRE HYDRANT NORMAL 4' BURY - :;. Z 6" M.J. 90' M.J. B GRANULAR MATERIAL i ANCHOR COUPLING I 7 CU. FT. CRUSHED 6 M:J. ANCHOR COUPLING 7 CU: FT. CRUSHED OR AS SHOWN ANCHORING BEND " " LENGTH AS READ MATERIA SHA O <-. 6 X13 M.J. ANCHOR ROCK OR CLEAN ROCK OR CLEAN c " ON PLANS \ - \ L LL BE BANK RUN SAND WHICH IS FREE - V` "i (SEE DETAIL 1 -G) s (VARIABLE LENGTH) COUPLING GRAVEL i GRAVEL BY PLANS) 6 M.J. G ;':.• ;. -:. 6 CIF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC ' . Z W d �: '; " SEE DETAIL 1 VALVE W BOX .MATERIAL.AND WHICH, WHEN TESTED BY STANDARD .. M � � L,, (SEE DETAIL 1) M.J. �E'WITH 6 BRANCH •.•• �.� CONCRETE BLOCKING / - -� LABORATORY METHODS, MEET THE'FOLLOWING REQUIREMENTS! GO ,I CONCRETE BLOCKING .... .. ..... 2000 PSI ::' . �: •:•::::... (2000 PSI) .• •: :. • •: •:. . {n n 4 ( ) •.� `:: ::::'::' - : :•' ::•:: •: :• ::•: MAXIMUM L3QUID LIMIT 45 Q j-- O ,�, ,,,, (DO NOT PLUG WEEP .,,._ (DO NOT PLUG WEEP .: <: .. .... :.' " .a..;:. •:: •... MAXIMUM PLASTICITY INDEX' , W ::.... ...: - HOLES WITH CONCRETE ... ♦ ♦ .. .. _; .. .. HOLES WITH CONCRETE .. •: >. ) ::.. .. .... I• °.•• •� �• ) o .. „ . •y , . M.J. 90 BEND .. �_ MAXIMUM PERGENT;PASSING NO: 200 SIEVE , , 15 y- • •., :..:•. •. .. .. .. ::: zL; ..: yw i' MINIMUM' PERCENT PASSING 3/ ' , m. O` .. .. ...... ...• -. M < } r .. -. r _ s . 4 SIEVE .100 Lit' O 11 e'< ,' >'• : , 1 . 1 : `. n :r- •::: ♦.. s: „, - >' :,• •. STD. GATE VALVE <. c 1 WATERLINE Z Z - x 5 �J :i. • _ `.. .. _. c _ >� .. ,.::.,r .tom >,:i 7,,`- ,:'.:.• •- -.,,,• _ :.. r ; r; H ~. ?,� At31LIZED SAND J ' S :. .: _; , ,,: SET HYDRANT ON ©CEMENT ST U - THE MATERIAL BE GRANULAR MATERIALS,MEEONG THE REQUIREMENTS .,.. _J ; .� .. -. - r .... ° : 4" THICK CONCRETE FIRE HYDRANT LEADS 4" THICK CONCRETE U W - t, - •� .. `4 - • • •' • OF MATERIAL B ABOVE MIXED WITH PORTLAND CEMENT AND ;'DESIGNED TO - " " " . �':� :' ' -' :- EILOCK OR BRICK LONGER THAN 18 FEET BLOCK PRODUCE _A MI O Li.' "" '" "' �- SET F.H. ON UNDISTURBED MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF. 50 PSI IN 48 i "- 2000 PSI DO NOT WITH _ �..- ; WILL BE CONSIDERED AS M.J. ON WATE HOURS AND 100 PSI 1N 7 DAYS WHEN COMPACTED To 95 %' DENSITY IN • " _ " ( )( o o EARTH IF POSSIBLE. IF - . -- :: -..,- SET HYDRANT ON j PLUG WEEP HOLES MAIN LINES & ANY CITY MAIN NOT, SUPPORT TO UNDIS- " " F o o AASTM Dt6 2 AND ASTM D7633.THE CEMENT - SAND MXTURE SOHALL CE WITH i 0 COLLEGE STATION BE 4 THICK CONCRETE 4 THICK CONCRETE WITH CONCRETE) TURBED EARTH. COMPACTED IN 8' LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. , B40CK OR BRICK BLOCK OR BRICK APPROVED PIPE MAY - - O \ \ \ \ FIELD MIXING OF CEMENT STABILIZED` 1 (2000 'P%)(DO NOT (2000 PSI) BE USED. M.J. ANCHOR COUPLING SAND 5 ACCEPTABLE. I 1 PLUG WEEP HOLES _ M.J ANCHOR COUPLING IMENSION VARIES ` 1' -1" (13') TO 6" VALVE - MECHANICAL JOINTS = WITH CONCRETE DETAIL 1 -g D ETAI L 1 C ( ) - ' ' (LENGTH AS REQ D BY SEE DETAIL 1 -1 WITH SET SCREW RETAINER G 6" M.J. GATE VALVE & BOX 6" M.J. 90' ANCHORING BEND (SEE DETAIL 1 -G) F 4-■ DETAIL 1 -A 6 "X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) PLAN -TYPE 2 PLAN -TYPE 5 R.O.W. LINE � ' STANDARD M.J. TEE RETURN ELLS (SEE NOTE 17) S ARE `I A A -..: ! - BRONZE INSECT SCREEN 8 DETAIL 1 -I w/ S.S. HOSE CLAMP PIPELINE WARNING SIGN N T S r 11 I L tJ , �-- M.J. ANCHORING COUPLING 3/4" TYPE 'L" RIGID COPPER . R COPPER'PIPE CLAMPS. HDG. `, 2.5' 2.5' 18'Wx24'Ex24'd {INSIDE DIM.) SIDEWALK V -6" OFF R.O oN -CAS CA$NTCRE BOX W/ 4' -0" COVER (OR.APPROVED EQUAL) 3/4 BRASS ELL 3/4'x3" BRASS NIPPLE ` DETAIL 1 -J i. , . ' TEE TAPPED 3 V BOX OVER 3/4 COPPER TO I.P.T . FIRE HYDRANT LAYOUTS PLUG VALVE / L- PLAN -TYPE 3 PLAN- TYPE.4 STRAIGHT COUPUNG /4" AIR VALVE MUELLER #H -15428 • ' ' CO MODEL 65 4,_O„ •(OR EQUAL) „ f (OR EQUAL) 3/4x6 8 NIPPLE . �'" R7 G `1ApE GENERAL NOTES: z WATER SERVICE LINE MATERIAL 1.P.T To 3 CU. FT. CRUSHED r , C COPPER FORD STONE OR PEA n 1. ALL CALCULATIONS ARE BASED ON INTERNAL 5. DIMENSIONS MAY BE VARIED AS REQUIRED 13Y COPPER WATER TUBING 3 4" TO 2" IN DIAMETER _ V G �.! 1' -0 / BALL VALVE RAVEL 3/4' BRASS ELL 12 rn PRESSURE OF 200 PSI FOR 24' LD. PIPE AND FIELD CONDITIONS WHERE AND AS DIRECTED 1' -0" SHALL CONFORM TO THE CURRENT ASTM $88 X641 -333 OR ` "�'! SMALLER AND 150 PSI ON 30 I.D. AND GIN VOLUME F �/ / . • BY THE ENGINEER. THE L E 0 CONCRETE STANDARD. TUBING FOR UNDERGROUND EQUAL 11 q LARGER. BLOCKING SHALL NOT BE LESS THAN SHOWN - , 2. ALL BEARING SURFACES OF THRUST BLOCKS HERE. LL BE SEAMLESS TYPE K, 31 INSTALLATIONS SHA4" TYPE "K' COPPER TUBING 0 OR ROCK. SHALL BE PLACED AGAINST UNDISTURBED EARTH 6. VOLUMES OF VERTICAL BEND THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE PIPE JOINT ANNEALED SOFT COPPER (060 OR 050) WITH A �= . , W 4' W 3 4" B , , e THRUST 3. WALL THICKNESS m ASSUMED HERE FOR CORRESPONDING WEIGHT OF THE CONCRETE R1 MINIMUM TENSILE STRENGTH OF 30,000 PSI. NO / / / BRASS NIPPLE W O.D ESTIMATING PURPOSES ONLY. TUBING WITH KINKS OR ANY TYPE OF DAMAGE WILL BE , �^ ...(4000 L8. /C.Y.) IS EQUAL TO OR GREATER THAN - THE X � O X ALLOWED. �, _ V J ; I 11 4. CONCRETE FOR BLOCKING SHALL BE 2000 PSI VERTICAL COMPONENT OF THRUST ON THE A O FITTINGS FOR COPPER TUBING SHALL CONFORM TO THE 1 '! - NOTE: . CONCRE - TE. VERTICAL BEND. p CURRENT ASA 616 -26 STANDARD. FITTINGS SHALL BE 1. EMBED (OFFER LINE IN TAMPED NOTE: R.c.c.P. OUTLET PIPES COMPRESSION TYPE AND BE CAPABLE OF AM ED SAND FROM uNOrsruRBE so1L To - POUR AGAINST - �, 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. Z ARE TO BE BLOCKED AS TEES. UNDISTURBED BED EARTH WITHSTANDING THE OPERATING AND SURGE PRESSURES 2. PAYMENT FOR BID ITEM OF 3/4 AIR RELEASE VALVE' SHALL INCLUDE . OF THE TUBING. ALL MATERIALS, AS SHOWN IN DETAIL ABOVE, INCLUDING MAIN LINE THRUST o `I EE E ON PLANS. DETAIL 5 -E UNDISTU em EARTH - T OF SIZE INDICATED 2 -C ® 1 1 . PIPE JOINT CONSTRUCTION NOTES: PLAN OF TEE THRUST BLOCK .. 3/4 I NCH AI R A GROUND /c 1. All waterline`and appurtenance construction shall be "in (SEE TEE & PLUG SCHEDULE) _ . e RELEASE VALUE accordance with he current City of College Station Standard NOTE: CONCRETE SHALL NOT PAVEMENT 6' -0 . Specifications for Water &' Sewer Construction. All 1 C ENCIDTH EXTEND BEYOND JOINTS -y- MIN. 5' -0" Z 2 MIN. I 3' construction shall be coordinated with thg City `Engineer's office. �- • c o ' �� t' -o' Bc PREFERRED O . 2 ,. roar 2. All waterline `materials, structures and .dppurtenances shall' meet current a' MIN. ASSUMED HORIZONTAL PLAN , 8191 "`� City standards and details. Alternate ' materials shall ' be allowed only if the �, 1 - 1/r rME x- Contractor receives written approval from the City Engineer. 3. The. Contractor shall be res onsible for veri in the ex . � I I � in TRENCH nmrac - - - P fY 9 act location 'of all 0 WIDT 2" P.V.C. existing underground utilities. Notification of the ut ility co THRUST °- POUR AGAINST -- 1 - 1 /2 .. 1 . � PAINT BLUE ty mpgnies 48 hours , O.D. A m \ UNDISTURBED EARTH I in advance. of construction is required. W 0 REINFORCING I.D. 0 Utility Contacts: Dig Tess (800) 344 -8377 NOTE: USE POLYETHYLENE WRAP TXU Gas 979 774 -2501 W BARS 120' T 3 5' MIN. COX COMMUNICATIONS 979 846 -2229 2 - °- /c ( ( ) OR EQUAL BETWEEN CONCRETE VERTICAL COMPONENT OF - y VERIZON (800) 344 8377 _ Q 11 \ & PLUG TO PREVENT CONCRETE . THRUST = TABULATED WITHOUT SIDEWALK.` . T FROM STICKING TO PLUG. VALUE LD. O.D. g 4. The construction ; shall comply I : with B E safety P Y OSHA Standard 29 CFR Part 1926 POUR AGAINST EAR Subpart P for trench safety requirements. General i J Y q information on trench UNDISTURBED TH is resented on the DETAIL: 5 -D e IDEwALK 3' Y P Trench Safety . Details sheet. PLAN OF PLUG THRUST BLOCK T REINFORCED S ELEVATION . (SEE TEE & PLUG SCHEDULE) BC 2, MEN. BAR #4 Ar t2' FOR 12° V . _ . VARIABLE PIPE &LARGER PROX. SAME C _� I VERTICAL BEND SCHEDULE TEE & PLUG SCHEDULE LENGTH AS BEND SECTION X -X I I f POUR AGAINST - . W .*- - -.. ° +\ .� ,: PLAN -TYPE 7 ' . . . : PLAN -TYPE 8 L DETAIL: 5-A LOCATION OF THRUST BLOCKS (SHOWN FOR REFERENCE ONLY) A 11.25' 22.50' 30° 45' A EARTH ROCK I.D. THRUST VOLUME RU OLUM E THRUST VOLUME RU OLUM E THRUST VOLUME RUJFOLLIM I ,D RU C p GLUM p OLU (IN ) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TON(C.Y.) ( ) IN. ( IN (TONS) (FT.) (Fr.) (C.Y.) (FT (C.Y.) ) 4.6.8 1.0 0.5 2.0 1.0 2.5 1.3 3.6 1.8 4.6 2.3 5.0 2.5 4 6 8 4 6 8 5.1 1.5 2.5 ' 0.3 2.0 0.2 1012 2.2 1.1 4.3 2.2 5.7 2.8 8.0 4.0 10.5 5.2 11.3 5.7 1012 1012 11.3 1.5 3.5 0.6 2.5 0.3 16,18 5.0 2.5 9.7 4.9 12.7 6.4 18.0 9.0 23.5 11.8 25-51 12:7 1 16,18 16,18 25.5 2.0 ' 5.5 1.6 4.0 0.9 . . -, DFTAII 3 -F3 WATER LINE ` WAT ER LINE . 1 I A. W TER SERVICE DETAIL WATER SERVICE CROSSING STREET WAT - 6' MIN. - ` " . ` - FURNISHED WITH 2" SO. OPERATING 'NUTS ., &SPADE BY •LIFTS INTO PLACE, I ,� I � "U , a � � TER LINE -ALL BOLTS & NUTS TO BE STAINLESS STEEL A304 " PIP PIPE•" CONSOLIDATE, ) ." L_ ` 2 END OF LINE- _BLOWOFF D, D. -+- , I -0 OR A316 THE TRENCH BOTTOM SHALL BE 7. ; ALL FITTINGS SHALL BE MECHANICAL JOINTS, UNLESS RISER DETAIL . GRADED SO AS:TO PROVIDE UNIFORM 8' MIN, /12' MAX. . " OTHERWISE DIRECTED BY FIELD REPRESENTATIVE AND CONTINUOUS SUPPORT FOR`THE 0-' 8. FACE STEAMER CONNECTION TOWARD NEAREST CURB PIPE BARREL 'BETWEEN BELL HOLES, .I OR STREET, UNLESS OTHERWISE SHOWN ON PLANS OR U DIRECTED BY FIELD REPRESENTATIVE. 9 6" M.J. GATE VALVES TO BE RESILIENT SEAT TYPE. FOR FIRE HYDRANTS WITH M.J. OR A.C. PIPE SHOES, BEDD LNG AND BACKS I LL FOR STRAPPING LUGS ARE FURNISHED AS STANDARD ITEMS. 0 IF DEPTH FROM TOP OF OPERATING NUT TO TOP OF W P IP E L- --� 4' - 6' - 10 VALVE BOX EXCEEDS 5' -0" THEN A VALVE STEM WATER LINE E SIDEWALK / - _I - + DETAIL: 1 -F EXTENSION SHALL BE REQUIRED 4 " CREOSOTED Posr �. UNDISTURBED SECTION A -A . EARTH _ DETAIL: 5 -B ELEVATION B -B TYPICAL HORIZONTAL THRUST BLOCK DETAIL (SEE HORIZONTAL .BEND- SCHEDULE 0 AIL 5 C ) TYPICAL VERTICAL THRUST BLOCK (SEE VERTICAL B N PAVEMENT 1' 4' -0° 2' 1- A -1/r TVK •x• cOPM umc - • >1 '> ,4' b 1-1/ 1" CORPORATION COCK 5. Where horizontal or vertical :deflections are ,proposed, the deflection' must -. : ' En the pipe only, no deflection is - allowed at the " P Y e joint. occur I _. . Q 6. Detector tape shall be installed ° in the `trench above `all waterlines BQL FULL PM - - - at a depth of :a approximately 24" below ..finish -.- r. � `"" . - WATER `MAIN I PP Y grade � 7. Pressure Testing is to be conducted on all water lines in conformance with the current technical specifications. for the City f ,College Station. Y 9 1b FOR SINGLE SERVICE All water lines must be Department in accordance with City of College - Station and Health` e artme Y g nt re uirements: P 9 DOUBLE STRAP. BRONZE 8: The top p, of all valve boxes are to be flush with the surroun ' SADDLE OR TAPPED TEE dmg I" wrE finished grades. ' _ _ W CORPORATION COCK . . 9. Upon comple of `co ` " p p.. construction the Contractor shall provide a EET SH E D SCHEDULE) e/c set of "red- lined" drawings marked "As- Built' to the City Engineer. H RI O ZONTAL BEND SCHEDULE wrt1, SIDEW�1j( f DETAIL 3 -B - / A = 11.2 p = 22.50° p = 45' p = so° I.D. T I -D. G RU EARTH ROCK I.D EARTH ROCK EARTH ROCK EARTH ROCK 11.25'22.50° E IN FT TONS GLUM GLUM G RU OLUM OLUM I.D.. G RU OLUM I.D. G. THRUST ( N.) (IN.) Fr. FT. (FT.) ( ) ( ) (TONS) Fr. FT. C.Y. Fr. FT. C.Y. (IN.) (FT.) (TONS) Fr. FT. C.Y. FT. FT. C.Y. (IN.) (FT.) (TONS) FT. FT. GLUM (IN.) (FT.) (TONS) OLUM GLUM C:Y. FT. FT. C.Y. Fr. FT. C.Y. FT. 4 0.4 1.5 1.5 0.9 .468 0.4 1.0 1.0 1.5 0.1 1.0 1.0 0.1 468 0.8 2.0 1.5 1.5 0.1 1.0 1:0 0.1 468 1.5 3.9 2.0 2.0 0.2 1.5 15 0.1 468 •2.7 7.1 5.0 1.5 0.4 2.0 10,12 0.5 1.5 1.5 1.2 16,12 0.6 2.2 1.5 1.5 0.1 . 1 1.5 - - 10.12 1.1 4.4 2.0 2.5 : 0.3 1.5 1.5 0.1 10 12 2.2 8.7 3:5 2.5 . 0.5 2.0 2.5 0.3 10 12 4.0 .16.0 6.5 2.5 LO 3.5 16 18 0.6 1.5 1.5 1:6 16 18 0.8 5.0 2.0 25 0.3 1.5 2.0 0.2 16 18 1.6 9.9 3.0 3.5 0.6 2.0 2.5 0.3 16 18 r 3.2 19.5 . 4:5 4.5 1.2 3.0 3.5. 0.6 16.18 6.0 36.0 9.0 4.0 2.4 & BOX TYPE .3 DETAIL 1 -E FIRE HYDRANT ASSEMBLIES 0 I ....�­, PLAN -TYPE 2 u . _ NOTE: FIRE' HYDRANTS WITH M.J. AND . , A.C. PIPE SHOES ARE FURNISHED . WITH STRAPPING VALVE BOX. (CLOW NATIONAL RAP NG LUGS . ; : ,, � . . u �", ._, -2450, OR EQUAL, WITH NO. 6 , QQ . C)l 1 1 F , 11 . fm - BASE AND COVER NO. F 2490 , . b > , "rea.g 0 0 : y ". , >. .: OR EQUAL. .:, . Q ;. A casec"6was8aocessaog, . JOSEPH , NOTE: 'FIR GROUND LEVEL aS3 I]. E HYDRANT TO BE AMERICAN DARLING SC n " nnne "n 24 SQ. X 4 THK. CONC. #4 BAR 15 MIN: R TOP OF B -84 -B BY AMERICAN FLOW CONTROL. THE I _U 0 y 1. . c + �j SLAB 18 CU FIRE HYDRANT - - , ® Z (TYP.) - RB SHALL MEET OR EXCEED AWWA - ,.. &6 . : C502, LATEST REVISION. 0....�> ,, - 3' MIN. .MATERIALS FOR EMBEDMENT - KEY - °a` i? 15 MIN. " _r °� v. 18 °' 5 MAX. . Q SELECT MATERIAL VALVE BOX VALVE Box (GLOW NATIONAL I A _ MA - - _ TERIAL:EXCAVATED FROM THE DITCH WHICH -IS FREE OF . (TYPICAL) 6" ,, F 2450. OR EQUAL. WITH N0: 6 ,: X13 - ROCKS, LUMPS;- CLODS;, OR DEBRIS LARGER THAN TWO (2) BASE AND COVER N0. F-2490 . M.J. ANCHOR OR E U INCHES IN THE LARGEST DIMENSION. ;CQMPACTION OF THE Q AL) MATERIAL :SHALL BE TO AT LEAST 90 % -OF THE MAX,:`DRY '' - _ ..i 3 MIN. COUPLING M.J. FlRE HYDRANT 2. - S QUARE AWWA NUT DENSITY AS DETERMINED.'BY:ASTM'D -698 AT A MOISTURE 6" M.J. GATE VALVE ° MAX. EXTENSION. TERMINATE OPTIMUM HOISTURE W/ VALVE BOX 6" M.J. GATE VALVE DETAIL 1 -1) s', FROM TOP OF BOX. CONTENT OF THE'MATERIAL. CONTENT OF =2 BELOW 'TO +6% ABOVE THE OPT ' FIRE HYDRANT NORMAL 4' BURY - :;. Z 6" M.J. 90' M.J. B GRANULAR MATERIAL i ANCHOR COUPLING I 7 CU. FT. CRUSHED 6 M:J. ANCHOR COUPLING 7 CU: FT. CRUSHED OR AS SHOWN ANCHORING BEND " " LENGTH AS READ MATERIA SHA O <-. 6 X13 M.J. ANCHOR ROCK OR CLEAN ROCK OR CLEAN c " ON PLANS \ - \ L LL BE BANK RUN SAND WHICH IS FREE - V` "i (SEE DETAIL 1 -G) s (VARIABLE LENGTH) COUPLING GRAVEL i GRAVEL BY PLANS) 6 M.J. G ;':.• ;. -:. 6 CIF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC ' . Z W d �: '; " SEE DETAIL 1 VALVE W BOX .MATERIAL.AND WHICH, WHEN TESTED BY STANDARD .. M � � L,, (SEE DETAIL 1) M.J. �E'WITH 6 BRANCH •.•• �.� CONCRETE BLOCKING / - -� LABORATORY METHODS, MEET THE'FOLLOWING REQUIREMENTS! GO ,I CONCRETE BLOCKING .... .. ..... 2000 PSI ::' . �: •:•::::... (2000 PSI) .• •: :. • •: •:. . {n n 4 ( ) •.� `:: ::::'::' - : :•' ::•:: •: :• ::•: MAXIMUM L3QUID LIMIT 45 Q j-- O ,�, ,,,, (DO NOT PLUG WEEP .,,._ (DO NOT PLUG WEEP .: <: .. .... :.' " .a..;:. •:: •... MAXIMUM PLASTICITY INDEX' , W ::.... ...: - HOLES WITH CONCRETE ... ♦ ♦ .. .. _; .. .. HOLES WITH CONCRETE .. •: >. ) ::.. .. .... I• °.•• •� �• ) o .. „ . •y , . M.J. 90 BEND .. �_ MAXIMUM PERGENT;PASSING NO: 200 SIEVE , , 15 y- • •., :..:•. •. .. .. .. ::: zL; ..: yw i' MINIMUM' PERCENT PASSING 3/ ' , m. O` .. .. ...... ...• -. M < } r .. -. r _ s . 4 SIEVE .100 Lit' O 11 e'< ,' >'• : , 1 . 1 : `. n :r- •::: ♦.. s: „, - >' :,• •. STD. GATE VALVE <. c 1 WATERLINE Z Z - x 5 �J :i. • _ `.. .. _. c _ >� .. ,.::.,r .tom >,:i 7,,`- ,:'.:.• •- -.,,,• _ :.. r ; r; H ~. ?,� At31LIZED SAND J ' S :. .: _; , ,,: SET HYDRANT ON ©CEMENT ST U - THE MATERIAL BE GRANULAR MATERIALS,MEEONG THE REQUIREMENTS .,.. _J ; .� .. -. - r .... ° : 4" THICK CONCRETE FIRE HYDRANT LEADS 4" THICK CONCRETE U W - t, - •� .. `4 - • • •' • OF MATERIAL B ABOVE MIXED WITH PORTLAND CEMENT AND ;'DESIGNED TO - " " " . �':� :' ' -' :- EILOCK OR BRICK LONGER THAN 18 FEET BLOCK PRODUCE _A MI O Li.' "" '" "' �- SET F.H. ON UNDISTURBED MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF. 50 PSI IN 48 i "- 2000 PSI DO NOT WITH _ �..- ; WILL BE CONSIDERED AS M.J. ON WATE HOURS AND 100 PSI 1N 7 DAYS WHEN COMPACTED To 95 %' DENSITY IN • " _ " ( )( o o EARTH IF POSSIBLE. IF - . -- :: -..,- SET HYDRANT ON j PLUG WEEP HOLES MAIN LINES & ANY CITY MAIN NOT, SUPPORT TO UNDIS- " " F o o AASTM Dt6 2 AND ASTM D7633.THE CEMENT - SAND MXTURE SOHALL CE WITH i 0 COLLEGE STATION BE 4 THICK CONCRETE 4 THICK CONCRETE WITH CONCRETE) TURBED EARTH. COMPACTED IN 8' LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. , B40CK OR BRICK BLOCK OR BRICK APPROVED PIPE MAY - - O \ \ \ \ FIELD MIXING OF CEMENT STABILIZED` 1 (2000 'P%)(DO NOT (2000 PSI) BE USED. M.J. ANCHOR COUPLING SAND 5 ACCEPTABLE. I 1 PLUG WEEP HOLES _ M.J ANCHOR COUPLING IMENSION VARIES ` 1' -1" (13') TO 6" VALVE - MECHANICAL JOINTS = WITH CONCRETE DETAIL 1 -g D ETAI L 1 C ( ) - ' ' (LENGTH AS REQ D BY SEE DETAIL 1 -1 WITH SET SCREW RETAINER G 6" M.J. GATE VALVE & BOX 6" M.J. 90' ANCHORING BEND (SEE DETAIL 1 -G) F 4-■ DETAIL 1 -A 6 "X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) PLAN -TYPE 2 PLAN -TYPE 5 R.O.W. LINE � ' STANDARD M.J. TEE RETURN ELLS (SEE NOTE 17) S ARE `I A A -..: ! - BRONZE INSECT SCREEN 8 DETAIL 1 -I w/ S.S. HOSE CLAMP PIPELINE WARNING SIGN N T S r 11 I L tJ , �-- M.J. ANCHORING COUPLING 3/4" TYPE 'L" RIGID COPPER . R COPPER'PIPE CLAMPS. HDG. `, 2.5' 2.5' 18'Wx24'Ex24'd {INSIDE DIM.) SIDEWALK V -6" OFF R.O oN -CAS CA$NTCRE BOX W/ 4' -0" COVER (OR.APPROVED EQUAL) 3/4 BRASS ELL 3/4'x3" BRASS NIPPLE ` DETAIL 1 -J i. , . ' TEE TAPPED 3 V BOX OVER 3/4 COPPER TO I.P.T . FIRE HYDRANT LAYOUTS PLUG VALVE / L- PLAN -TYPE 3 PLAN- TYPE.4 STRAIGHT COUPUNG /4" AIR VALVE MUELLER #H -15428 • ' ' CO MODEL 65 4,_O„ •(OR EQUAL) „ f (OR EQUAL) 3/4x6 8 NIPPLE . �'" R7 G `1ApE GENERAL NOTES: z WATER SERVICE LINE MATERIAL 1.P.T To 3 CU. FT. CRUSHED r , C COPPER FORD STONE OR PEA n 1. ALL CALCULATIONS ARE BASED ON INTERNAL 5. DIMENSIONS MAY BE VARIED AS REQUIRED 13Y COPPER WATER TUBING 3 4" TO 2" IN DIAMETER _ V G �.! 1' -0 / BALL VALVE RAVEL 3/4' BRASS ELL 12 rn PRESSURE OF 200 PSI FOR 24' LD. PIPE AND FIELD CONDITIONS WHERE AND AS DIRECTED 1' -0" SHALL CONFORM TO THE CURRENT ASTM $88 X641 -333 OR ` "�'! SMALLER AND 150 PSI ON 30 I.D. AND GIN VOLUME F �/ / . • BY THE ENGINEER. THE L E 0 CONCRETE STANDARD. TUBING FOR UNDERGROUND EQUAL 11 q LARGER. BLOCKING SHALL NOT BE LESS THAN SHOWN - , 2. ALL BEARING SURFACES OF THRUST BLOCKS HERE. LL BE SEAMLESS TYPE K, 31 INSTALLATIONS SHA4" TYPE "K' COPPER TUBING 0 OR ROCK. SHALL BE PLACED AGAINST UNDISTURBED EARTH 6. VOLUMES OF VERTICAL BEND THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE PIPE JOINT ANNEALED SOFT COPPER (060 OR 050) WITH A �= . , W 4' W 3 4" B , , e THRUST 3. WALL THICKNESS m ASSUMED HERE FOR CORRESPONDING WEIGHT OF THE CONCRETE R1 MINIMUM TENSILE STRENGTH OF 30,000 PSI. NO / / / BRASS NIPPLE W O.D ESTIMATING PURPOSES ONLY. TUBING WITH KINKS OR ANY TYPE OF DAMAGE WILL BE , �^ ...(4000 L8. /C.Y.) IS EQUAL TO OR GREATER THAN - THE X � O X ALLOWED. �, _ V J ; I 11 4. CONCRETE FOR BLOCKING SHALL BE 2000 PSI VERTICAL COMPONENT OF THRUST ON THE A O FITTINGS FOR COPPER TUBING SHALL CONFORM TO THE 1 '! - NOTE: . CONCRE - TE. VERTICAL BEND. p CURRENT ASA 616 -26 STANDARD. FITTINGS SHALL BE 1. EMBED (OFFER LINE IN TAMPED NOTE: R.c.c.P. OUTLET PIPES COMPRESSION TYPE AND BE CAPABLE OF AM ED SAND FROM uNOrsruRBE so1L To - POUR AGAINST - �, 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. Z ARE TO BE BLOCKED AS TEES. UNDISTURBED BED EARTH WITHSTANDING THE OPERATING AND SURGE PRESSURES 2. PAYMENT FOR BID ITEM OF 3/4 AIR RELEASE VALVE' SHALL INCLUDE . OF THE TUBING. ALL MATERIALS, AS SHOWN IN DETAIL ABOVE, INCLUDING MAIN LINE THRUST o `I EE E ON PLANS. DETAIL 5 -E UNDISTU em EARTH - T OF SIZE INDICATED 2 -C ® 1 1 . PIPE JOINT CONSTRUCTION NOTES: PLAN OF TEE THRUST BLOCK .. 3/4 I NCH AI R A GROUND /c 1. All waterline`and appurtenance construction shall be "in (SEE TEE & PLUG SCHEDULE) _ . e RELEASE VALUE accordance with he current City of College Station Standard NOTE: CONCRETE SHALL NOT PAVEMENT 6' -0 . Specifications for Water &' Sewer Construction. All 1 C ENCIDTH EXTEND BEYOND JOINTS -y- MIN. 5' -0" Z 2 MIN. I 3' construction shall be coordinated with thg City `Engineer's office. �- • c o ' �� t' -o' Bc PREFERRED O . 2 ,. roar 2. All waterline `materials, structures and .dppurtenances shall' meet current a' MIN. ASSUMED HORIZONTAL PLAN , 8191 "`� City standards and details. Alternate ' materials shall ' be allowed only if the �, 1 - 1/r rME x- Contractor receives written approval from the City Engineer. 3. The. Contractor shall be res onsible for veri in the ex . � I I � in TRENCH nmrac - - - P fY 9 act location 'of all 0 WIDT 2" P.V.C. existing underground utilities. Notification of the ut ility co THRUST °- POUR AGAINST -- 1 - 1 /2 .. 1 . � PAINT BLUE ty mpgnies 48 hours , O.D. A m \ UNDISTURBED EARTH I in advance. of construction is required. W 0 REINFORCING I.D. 0 Utility Contacts: Dig Tess (800) 344 -8377 NOTE: USE POLYETHYLENE WRAP TXU Gas 979 774 -2501 W BARS 120' T 3 5' MIN. COX COMMUNICATIONS 979 846 -2229 2 - °- /c ( ( ) OR EQUAL BETWEEN CONCRETE VERTICAL COMPONENT OF - y VERIZON (800) 344 8377 _ Q 11 \ & PLUG TO PREVENT CONCRETE . THRUST = TABULATED WITHOUT SIDEWALK.` . T FROM STICKING TO PLUG. VALUE LD. O.D. g 4. The construction ; shall comply I : with B E safety P Y OSHA Standard 29 CFR Part 1926 POUR AGAINST EAR Subpart P for trench safety requirements. General i J Y q information on trench UNDISTURBED TH is resented on the DETAIL: 5 -D e IDEwALK 3' Y P Trench Safety . Details sheet. PLAN OF PLUG THRUST BLOCK T REINFORCED S ELEVATION . (SEE TEE & PLUG SCHEDULE) BC 2, MEN. BAR #4 Ar t2' FOR 12° V . _ . VARIABLE PIPE &LARGER PROX. SAME C _� I VERTICAL BEND SCHEDULE TEE & PLUG SCHEDULE LENGTH AS BEND SECTION X -X I I f POUR AGAINST - . W .*- - -.. ° +\ .� ,: PLAN -TYPE 7 ' . . . : PLAN -TYPE 8 L DETAIL: 5-A LOCATION OF THRUST BLOCKS (SHOWN FOR REFERENCE ONLY) A 11.25' 22.50' 30° 45' A EARTH ROCK I.D. THRUST VOLUME RU OLUM E THRUST VOLUME RU OLUM E THRUST VOLUME RUJFOLLIM I ,D RU C p GLUM p OLU (IN ) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TON(C.Y.) ( ) IN. ( IN (TONS) (FT.) (Fr.) (C.Y.) (FT (C.Y.) ) 4.6.8 1.0 0.5 2.0 1.0 2.5 1.3 3.6 1.8 4.6 2.3 5.0 2.5 4 6 8 4 6 8 5.1 1.5 2.5 ' 0.3 2.0 0.2 1012 2.2 1.1 4.3 2.2 5.7 2.8 8.0 4.0 10.5 5.2 11.3 5.7 1012 1012 11.3 1.5 3.5 0.6 2.5 0.3 16,18 5.0 2.5 9.7 4.9 12.7 6.4 18.0 9.0 23.5 11.8 25-51 12:7 1 16,18 16,18 25.5 2.0 ' 5.5 1.6 4.0 0.9 . . -, DFTAII 3 -F3 WATER LINE ` WAT ER LINE . 1 I A. W TER SERVICE DETAIL WATER SERVICE CROSSING STREET STRAPPING LUGS ARE FURNISHED AS STANDARD ITEMS. 0 IF DEPTH FROM TOP OF OPERATING NUT TO TOP OF W P IP E L- --� 4' - 6' - 10 VALVE BOX EXCEEDS 5' -0" THEN A VALVE STEM WATER LINE E SIDEWALK / - _I - + DETAIL: 1 -F EXTENSION SHALL BE REQUIRED 4 " CREOSOTED Posr �. UNDISTURBED SECTION A -A . EARTH _ DETAIL: 5 -B ELEVATION B -B TYPICAL HORIZONTAL THRUST BLOCK DETAIL (SEE HORIZONTAL .BEND- SCHEDULE 0 AIL 5 C ) TYPICAL VERTICAL THRUST BLOCK (SEE VERTICAL B N PAVEMENT 1' 4' -0° 2' 1- A -1/r TVK •x• cOPM umc - • >1 '> ,4' b 1-1/ 1" CORPORATION COCK 5. Where horizontal or vertical :deflections are ,proposed, the deflection' must -. : ' En the pipe only, no deflection is - allowed at the " P Y e joint. occur I _. . Q 6. Detector tape shall be installed ° in the `trench above `all waterlines BQL FULL PM - - - at a depth of :a approximately 24" below ..finish -.- r. � `"" . - WATER `MAIN I PP Y grade � 7. Pressure Testing is to be conducted on all water lines in conformance with the current technical specifications. for the City f ,College Station. Y 9 1b FOR SINGLE SERVICE All water lines must be Department in accordance with City of College - Station and Health` e artme Y g nt re uirements: P 9 DOUBLE STRAP. BRONZE 8: The top p, of all valve boxes are to be flush with the surroun ' SADDLE OR TAPPED TEE dmg I" wrE finished grades. ' _ _ W CORPORATION COCK . . 9. Upon comple of `co ` " p p.. construction the Contractor shall provide a EET SH E D SCHEDULE) e/c set of "red- lined" drawings marked "As- Built' to the City Engineer. H RI O ZONTAL BEND SCHEDULE wrt1, SIDEW�1j( f DETAIL 3 -B - / A = 11.2 p = 22.50° p = 45' p = so° I.D. T I -D. G RU EARTH ROCK I.D EARTH ROCK EARTH ROCK EARTH ROCK 11.25'22.50° E IN FT TONS GLUM GLUM G RU OLUM OLUM I.D.. G RU OLUM I.D. G. THRUST ( N.) (IN.) Fr. FT. (FT.) ( ) ( ) (TONS) Fr. FT. C.Y. Fr. FT. C.Y. (IN.) (FT.) (TONS) Fr. FT. C.Y. FT. FT. C.Y. (IN.) (FT.) (TONS) FT. FT. GLUM (IN.) (FT.) (TONS) OLUM GLUM C:Y. FT. FT. C.Y. Fr. FT. C.Y. FT. 4 0.4 1.5 1.5 0.9 .468 0.4 1.0 1.0 1.5 0.1 1.0 1.0 0.1 468 0.8 2.0 1.5 1.5 0.1 1.0 1:0 0.1 468 1.5 3.9 2.0 2.0 0.2 1.5 15 0.1 468 •2.7 7.1 5.0 1.5 0.4 2.0 10,12 0.5 1.5 1.5 1.2 16,12 0.6 2.2 1.5 1.5 0.1 . 1 1.5 - - 10.12 1.1 4.4 2.0 2.5 : 0.3 1.5 1.5 0.1 10 12 2.2 8.7 3:5 2.5 . 0.5 2.0 2.5 0.3 10 12 4.0 .16.0 6.5 2.5 LO 3.5 16 18 0.6 1.5 1.5 1:6 16 18 0.8 5.0 2.0 25 0.3 1.5 2.0 0.2 16 18 1.6 9.9 3.0 3.5 0.6 2.0 2.5 0.3 16 18 r 3.2 19.5 . 4:5 4.5 1.2 3.0 3.5. 0.6 16.18 6.0 36.0 9.0 4.0 2.4 & BOX TYPE .3 DETAIL 1 -E FIRE HYDRANT ASSEMBLIES 0 I ....�­, PLAN -TYPE 2 u . _ NOTE: FIRE' HYDRANTS WITH M.J. AND . , A.C. PIPE SHOES ARE FURNISHED . WITH STRAPPING VALVE BOX. (CLOW NATIONAL RAP NG LUGS . ; : ,, � . . u �", ._, -2450, OR EQUAL, WITH NO. 6 , QQ . C)l 1 1 F , 11 . fm - BASE AND COVER NO. F 2490 , . b > , "rea.g 0 0 : y ". , >. .: OR EQUAL. .:, . Q ;. A casec"6was8aocessaog, . JOSEPH , NOTE: 'FIR GROUND LEVEL aS3 I]. E HYDRANT TO BE AMERICAN DARLING SC n " nnne "n 24 SQ. X 4 THK. CONC. #4 BAR 15 MIN: R TOP OF B -84 -B BY AMERICAN FLOW CONTROL. THE I _U 0 y 1. . c + �j SLAB 18 CU FIRE HYDRANT - - , ® Z (TYP.) - RB SHALL MEET OR EXCEED AWWA - ,.. &6 . : C502, LATEST REVISION. 0....�> ,, - 3' MIN. .MATERIALS FOR EMBEDMENT - KEY - °a` i? 15 MIN. " _r °� v. 18 °' 5 MAX. . Q SELECT MATERIAL VALVE BOX VALVE Box (GLOW NATIONAL I A _ MA - - _ TERIAL:EXCAVATED FROM THE DITCH WHICH -IS FREE OF . (TYPICAL) 6" ,, F 2450. OR EQUAL. WITH N0: 6 ,: X13 - ROCKS, LUMPS;- CLODS;, OR DEBRIS LARGER THAN TWO (2) BASE AND COVER N0. F-2490 . M.J. ANCHOR OR E U INCHES IN THE LARGEST DIMENSION. ;CQMPACTION OF THE Q AL) MATERIAL :SHALL BE TO AT LEAST 90 % -OF THE MAX,:`DRY '' - _ ..i 3 MIN. COUPLING M.J. FlRE HYDRANT 2. - S QUARE AWWA NUT DENSITY AS DETERMINED.'BY:ASTM'D -698 AT A MOISTURE 6" M.J. GATE VALVE ° MAX. EXTENSION. TERMINATE OPTIMUM HOISTURE W/ VALVE BOX 6" M.J. GATE VALVE DETAIL 1 -1) s', FROM TOP OF BOX. CONTENT OF THE'MATERIAL. CONTENT OF =2 BELOW 'TO +6% ABOVE THE OPT ' FIRE HYDRANT NORMAL 4' BURY - :;. Z 6" M.J. 90' M.J. B GRANULAR MATERIAL i ANCHOR COUPLING I 7 CU. FT. CRUSHED 6 M:J. ANCHOR COUPLING 7 CU: FT. CRUSHED OR AS SHOWN ANCHORING BEND " " LENGTH AS READ MATERIA SHA O <-. 6 X13 M.J. ANCHOR ROCK OR CLEAN ROCK OR CLEAN c " ON PLANS \ - \ L LL BE BANK RUN SAND WHICH IS FREE - V` "i (SEE DETAIL 1 -G) s (VARIABLE LENGTH) COUPLING GRAVEL i GRAVEL BY PLANS) 6 M.J. G ;':.• ;. -:. 6 CIF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC ' . Z W d �: '; " SEE DETAIL 1 VALVE W BOX .MATERIAL.AND WHICH, WHEN TESTED BY STANDARD .. M � � L,, (SEE DETAIL 1) M.J. �E'WITH 6 BRANCH •.•• �.� CONCRETE BLOCKING / - -� LABORATORY METHODS, MEET THE'FOLLOWING REQUIREMENTS! GO ,I CONCRETE BLOCKING .... .. ..... 2000 PSI ::' . �: •:•::::... (2000 PSI) .• •: :. • •: •:. . {n n 4 ( ) •.� `:: ::::'::' - : :•' ::•:: •: :• ::•: MAXIMUM L3QUID LIMIT 45 Q j-- O ,�, ,,,, (DO NOT PLUG WEEP .,,._ (DO NOT PLUG WEEP .: <: .. .... :.' " .a..;:. •:: •... MAXIMUM PLASTICITY INDEX' , W ::.... ...: - HOLES WITH CONCRETE ... ♦ ♦ .. .. _; .. .. HOLES WITH CONCRETE .. •: >. ) ::.. .. .... I• °.•• •� �• ) o .. „ . •y , . M.J. 90 BEND .. �_ MAXIMUM PERGENT;PASSING NO: 200 SIEVE , , 15 y- • •., :..:•. •. .. .. .. ::: zL; ..: yw i' MINIMUM' PERCENT PASSING 3/ ' , m. O` .. .. ...... ...• -. M < } r .. -. r _ s . 4 SIEVE .100 Lit' O 11 e'< ,' >'• : , 1 . 1 : `. n :r- •::: ♦.. s: „, - >' :,• •. STD. GATE VALVE <. c 1 WATERLINE Z Z - x 5 �J :i. • _ `.. .. _. c _ >� .. ,.::.,r .tom >,:i 7,,`- ,:'.:.• •- -.,,,• _ :.. r ; r; H ~. ?,� At31LIZED SAND J ' S :. .: _; , ,,: SET HYDRANT ON ©CEMENT ST U - THE MATERIAL BE GRANULAR MATERIALS,MEEONG THE REQUIREMENTS .,.. _J ; .� .. -. - r .... ° : 4" THICK CONCRETE FIRE HYDRANT LEADS 4" THICK CONCRETE U W - t, - •� .. `4 - • • •' • OF MATERIAL B ABOVE MIXED WITH PORTLAND CEMENT AND ;'DESIGNED TO - " " " . �':� :' ' -' :- EILOCK OR BRICK LONGER THAN 18 FEET BLOCK PRODUCE _A MI O Li.' "" '" "' �- SET F.H. ON UNDISTURBED MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF. 50 PSI IN 48 i "- 2000 PSI DO NOT WITH _ �..- ; WILL BE CONSIDERED AS M.J. ON WATE HOURS AND 100 PSI 1N 7 DAYS WHEN COMPACTED To 95 %' DENSITY IN • " _ " ( )( o o EARTH IF POSSIBLE. IF - . -- :: -..,- SET HYDRANT ON j PLUG WEEP HOLES MAIN LINES & ANY CITY MAIN NOT, SUPPORT TO UNDIS- " " F o o AASTM Dt6 2 AND ASTM D7633.THE CEMENT - SAND MXTURE SOHALL CE WITH i 0 COLLEGE STATION BE 4 THICK CONCRETE 4 THICK CONCRETE WITH CONCRETE) TURBED EARTH. COMPACTED IN 8' LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. , B40CK OR BRICK BLOCK OR BRICK APPROVED PIPE MAY - - O \ \ \ \ FIELD MIXING OF CEMENT STABILIZED` 1 (2000 'P%)(DO NOT (2000 PSI) BE USED. M.J. ANCHOR COUPLING SAND 5 ACCEPTABLE. I 1 PLUG WEEP HOLES _ M.J ANCHOR COUPLING IMENSION VARIES ` 1' -1" (13') TO 6" VALVE - MECHANICAL JOINTS = WITH CONCRETE DETAIL 1 -g D ETAI L 1 C ( ) - ' ' (LENGTH AS REQ D BY SEE DETAIL 1 -1 WITH SET SCREW RETAINER G 6" M.J. GATE VALVE & BOX 6" M.J. 90' ANCHORING BEND (SEE DETAIL 1 -G) F 4-■ DETAIL 1 -A 6 "X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) PLAN -TYPE 2 PLAN -TYPE 5 R.O.W. LINE � ' STANDARD M.J. TEE RETURN ELLS (SEE NOTE 17) S ARE `I A A -..: ! - BRONZE INSECT SCREEN 8 DETAIL 1 -I w/ S.S. HOSE CLAMP PIPELINE WARNING SIGN N T S r 11 I L tJ , �-- M.J. ANCHORING COUPLING 3/4" TYPE 'L" RIGID COPPER . R COPPER'PIPE CLAMPS. HDG. `, 2.5' 2.5' 18'Wx24'Ex24'd {INSIDE DIM.) SIDEWALK V -6" OFF R.O oN -CAS CA$NTCRE BOX W/ 4' -0" COVER (OR.APPROVED EQUAL) 3/4 BRASS ELL 3/4'x3" BRASS NIPPLE ` DETAIL 1 -J i. , . ' TEE TAPPED 3 V BOX OVER 3/4 COPPER TO I.P.T . FIRE HYDRANT LAYOUTS PLUG VALVE / L- PLAN -TYPE 3 PLAN- TYPE.4 STRAIGHT COUPUNG /4" AIR VALVE MUELLER #H -15428 • ' ' CO MODEL 65 4,_O„ •(OR EQUAL) „ f (OR EQUAL) 3/4x6 8 NIPPLE . �'" R7 G `1ApE GENERAL NOTES: z WATER SERVICE LINE MATERIAL 1.P.T To 3 CU. FT. CRUSHED r , C COPPER FORD STONE OR PEA n 1. ALL CALCULATIONS ARE BASED ON INTERNAL 5. DIMENSIONS MAY BE VARIED AS REQUIRED 13Y COPPER WATER TUBING 3 4" TO 2" IN DIAMETER _ V G �.! 1' -0 / BALL VALVE RAVEL 3/4' BRASS ELL 12 rn PRESSURE OF 200 PSI FOR 24' LD. PIPE AND FIELD CONDITIONS WHERE AND AS DIRECTED 1' -0" SHALL CONFORM TO THE CURRENT ASTM $88 X641 -333 OR ` "�'! SMALLER AND 150 PSI ON 30 I.D. AND GIN VOLUME F �/ / . • BY THE ENGINEER. THE L E 0 CONCRETE STANDARD. TUBING FOR UNDERGROUND EQUAL 11 q LARGER. BLOCKING SHALL NOT BE LESS THAN SHOWN - , 2. ALL BEARING SURFACES OF THRUST BLOCKS HERE. LL BE SEAMLESS TYPE K, 31 INSTALLATIONS SHA4" TYPE "K' COPPER TUBING 0 OR ROCK. SHALL BE PLACED AGAINST UNDISTURBED EARTH 6. VOLUMES OF VERTICAL BEND THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE PIPE JOINT ANNEALED SOFT COPPER (060 OR 050) WITH A �= . , W 4' W 3 4" B , , e THRUST 3. WALL THICKNESS m ASSUMED HERE FOR CORRESPONDING WEIGHT OF THE CONCRETE R1 MINIMUM TENSILE STRENGTH OF 30,000 PSI. NO / / / BRASS NIPPLE W O.D ESTIMATING PURPOSES ONLY. TUBING WITH KINKS OR ANY TYPE OF DAMAGE WILL BE , �^ ...(4000 L8. /C.Y.) IS EQUAL TO OR GREATER THAN - THE X � O X ALLOWED. �, _ V J ; I 11 4. CONCRETE FOR BLOCKING SHALL BE 2000 PSI VERTICAL COMPONENT OF THRUST ON THE A O FITTINGS FOR COPPER TUBING SHALL CONFORM TO THE 1 '! - NOTE: . CONCRE - TE. VERTICAL BEND. p CURRENT ASA 616 -26 STANDARD. FITTINGS SHALL BE 1. EMBED (OFFER LINE IN TAMPED NOTE: R.c.c.P. OUTLET PIPES COMPRESSION TYPE AND BE CAPABLE OF AM ED SAND FROM uNOrsruRBE so1L To - POUR AGAINST - �, 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. Z ARE TO BE BLOCKED AS TEES. UNDISTURBED BED EARTH WITHSTANDING THE OPERATING AND SURGE PRESSURES 2. PAYMENT FOR BID ITEM OF 3/4 AIR RELEASE VALVE' SHALL INCLUDE . OF THE TUBING. ALL MATERIALS, AS SHOWN IN DETAIL ABOVE, INCLUDING MAIN LINE THRUST o `I EE E ON PLANS. DETAIL 5 -E UNDISTU em EARTH - T OF SIZE INDICATED 2 -C ® 1 1 . PIPE JOINT CONSTRUCTION NOTES: PLAN OF TEE THRUST BLOCK .. 3/4 I NCH AI R A GROUND /c 1. All waterline`and appurtenance construction shall be "in (SEE TEE & PLUG SCHEDULE) _ . e RELEASE VALUE accordance with he current City of College Station Standard NOTE: CONCRETE SHALL NOT PAVEMENT 6' -0 . Specifications for Water &' Sewer Construction. All 1 C ENCIDTH EXTEND BEYOND JOINTS -y- MIN. 5' -0" Z 2 MIN. I 3' construction shall be coordinated with thg City `Engineer's office. �- • c o ' �� t' -o' Bc PREFERRED O . 2 ,. roar 2. All waterline `materials, structures and .dppurtenances shall' meet current a' MIN. ASSUMED HORIZONTAL PLAN , 8191 "`� City standards and details. Alternate ' materials shall ' be allowed only if the �, 1 - 1/r rME x- Contractor receives written approval from the City Engineer. 3. The. Contractor shall be res onsible for veri in the ex . � I I � in TRENCH nmrac - - - P fY 9 act location 'of all 0 WIDT 2" P.V.C. existing underground utilities. Notification of the ut ility co THRUST °- POUR AGAINST -- 1 - 1 /2 .. 1 . � PAINT BLUE ty mpgnies 48 hours , O.D. A m \ UNDISTURBED EARTH I in advance. of construction is required. W 0 REINFORCING I.D. 0 Utility Contacts: Dig Tess (800) 344 -8377 NOTE: USE POLYETHYLENE WRAP TXU Gas 979 774 -2501 W BARS 120' T 3 5' MIN. COX COMMUNICATIONS 979 846 -2229 2 - °- /c ( ( ) OR EQUAL BETWEEN CONCRETE VERTICAL COMPONENT OF - y VERIZON (800) 344 8377 _ Q 11 \ & PLUG TO PREVENT CONCRETE . THRUST = TABULATED WITHOUT SIDEWALK.` . T FROM STICKING TO PLUG. VALUE LD. O.D. g 4. The construction ; shall comply I : with B E safety P Y OSHA Standard 29 CFR Part 1926 POUR AGAINST EAR Subpart P for trench safety requirements. General i J Y q information on trench UNDISTURBED TH is resented on the DETAIL: 5 -D e IDEwALK 3' Y P Trench Safety . Details sheet. PLAN OF PLUG THRUST BLOCK T REINFORCED S ELEVATION . (SEE TEE & PLUG SCHEDULE) BC 2, MEN. BAR #4 Ar t2' FOR 12° V . _ . VARIABLE PIPE &LARGER PROX. SAME C _� I VERTICAL BEND SCHEDULE TEE & PLUG SCHEDULE LENGTH AS BEND SECTION X -X I I f POUR AGAINST - . W .*- - -.. ° +\ .� ,: PLAN -TYPE 7 ' . . . : PLAN -TYPE 8 L DETAIL: 5-A LOCATION OF THRUST BLOCKS (SHOWN FOR REFERENCE ONLY) A 11.25' 22.50' 30° 45' A EARTH ROCK I.D. THRUST VOLUME RU OLUM E THRUST VOLUME RU OLUM E THRUST VOLUME RUJFOLLIM I ,D RU C p GLUM p OLU (IN ) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TON(C.Y.) ( ) IN. ( IN (TONS) (FT.) (Fr.) (C.Y.) (FT (C.Y.) ) 4.6.8 1.0 0.5 2.0 1.0 2.5 1.3 3.6 1.8 4.6 2.3 5.0 2.5 4 6 8 4 6 8 5.1 1.5 2.5 ' 0.3 2.0 0.2 1012 2.2 1.1 4.3 2.2 5.7 2.8 8.0 4.0 10.5 5.2 11.3 5.7 1012 1012 11.3 1.5 3.5 0.6 2.5 0.3 16,18 5.0 2.5 9.7 4.9 12.7 6.4 18.0 9.0 23.5 11.8 25-51 12:7 1 16,18 16,18 25.5 2.0 ' 5.5 1.6 4.0 0.9 . . -, DFTAII 3 -F3 WATER LINE ` WAT ER LINE . 1 I A. W TER SERVICE DETAIL WATER SERVICE CROSSING STREET 1" CORPORATION COCK 5. Where horizontal or vertical :deflections are ,proposed, the deflection' must -. : ' En the pipe only, no deflection is - allowed at the " P Y e joint. occur I _. . Q 6. Detector tape shall be installed ° in the `trench above `all waterlines BQL FULL PM - - - at a depth of :a approximately 24" below ..finish -.- r. � `"" . - WATER `MAIN I PP Y grade � 7. Pressure Testing is to be conducted on all water lines in conformance with the current technical specifications. for the City f ,College Station. Y 9 1b FOR SINGLE SERVICE All water lines must be Department in accordance with City of College - Station and Health` e artme Y g nt re uirements: P 9 DOUBLE STRAP. BRONZE 8: The top p, of all valve boxes are to be flush with the surroun ' SADDLE OR TAPPED TEE dmg I" wrE finished grades. ' _ _ W CORPORATION COCK . . 9. Upon comple of `co ` " p p.. construction the Contractor shall provide a EET SH E D SCHEDULE) e/c set of "red- lined" drawings marked "As- Built' to the City Engineer. H RI O ZONTAL BEND SCHEDULE wrt1, SIDEW�1j( f DETAIL 3 -B - / A = 11.2 p = 22.50° p = 45' p = so° I.D. T I -D. G RU EARTH ROCK I.D EARTH ROCK EARTH ROCK EARTH ROCK 11.25'22.50° E IN FT TONS GLUM GLUM G RU OLUM OLUM I.D.. G RU OLUM I.D. G. THRUST ( N.) (IN.) Fr. FT. (FT.) ( ) ( ) (TONS) Fr. FT. C.Y. Fr. FT. C.Y. (IN.) (FT.) (TONS) Fr. FT. C.Y. FT. FT. C.Y. (IN.) (FT.) (TONS) FT. FT. GLUM (IN.) (FT.) (TONS) OLUM GLUM C:Y. FT. FT. C.Y. Fr. FT. C.Y. FT. 4 0.4 1.5 1.5 0.9 .468 0.4 1.0 1.0 1.5 0.1 1.0 1.0 0.1 468 0.8 2.0 1.5 1.5 0.1 1.0 1:0 0.1 468 1.5 3.9 2.0 2.0 0.2 1.5 15 0.1 468 •2.7 7.1 5.0 1.5 0.4 2.0 10,12 0.5 1.5 1.5 1.2 16,12 0.6 2.2 1.5 1.5 0.1 . 1 1.5 - - 10.12 1.1 4.4 2.0 2.5 : 0.3 1.5 1.5 0.1 10 12 2.2 8.7 3:5 2.5 . 0.5 2.0 2.5 0.3 10 12 4.0 .16.0 6.5 2.5 LO 3.5 16 18 0.6 1.5 1.5 1:6 16 18 0.8 5.0 2.0 25 0.3 1.5 2.0 0.2 16 18 1.6 9.9 3.0 3.5 0.6 2.0 2.5 0.3 16 18 r 3.2 19.5 . 4:5 4.5 1.2 3.0 3.5. 0.6 16.18 6.0 36.0 9.0 4.0 2.4 & BOX TYPE .3 DETAIL 1 -E FIRE HYDRANT ASSEMBLIES 0 I ....�­, PLAN -TYPE 2 u . _ NOTE: FIRE' HYDRANTS WITH M.J. AND . , A.C. PIPE SHOES ARE FURNISHED . WITH STRAPPING VALVE BOX. (CLOW NATIONAL RAP NG LUGS . ; : ,, � . . u �", ._, -2450, OR EQUAL, WITH NO. 6 , QQ . C)l 1 1 F , 11 . fm - BASE AND COVER NO. F 2490 , . b > , "rea.g 0 0 : y ". , >. .: OR EQUAL. .:, . Q ;. A casec"6was8aocessaog, . JOSEPH , NOTE: 'FIR GROUND LEVEL aS3 I]. E HYDRANT TO BE AMERICAN DARLING SC n " nnne "n 24 SQ. X 4 THK. CONC. #4 BAR 15 MIN: R TOP OF B -84 -B BY AMERICAN FLOW CONTROL. THE I _U 0 y 1. . c + �j SLAB 18 CU FIRE HYDRANT - - , ® Z (TYP.) - RB SHALL MEET OR EXCEED AWWA - ,.. &6 . : C502, LATEST REVISION. 0....�> ,, - 3' MIN. .MATERIALS FOR EMBEDMENT - KEY - °a` i? 15 MIN. " _r °� v. 18 °' 5 MAX. . Q SELECT MATERIAL VALVE BOX VALVE Box (GLOW NATIONAL I A _ MA - - _ TERIAL:EXCAVATED FROM THE DITCH WHICH -IS FREE OF . (TYPICAL) 6" ,, F 2450. OR EQUAL. WITH N0: 6 ,: X13 - ROCKS, LUMPS;- CLODS;, OR DEBRIS LARGER THAN TWO (2) BASE AND COVER N0. F-2490 . M.J. ANCHOR OR E U INCHES IN THE LARGEST DIMENSION. ;CQMPACTION OF THE Q AL) MATERIAL :SHALL BE TO AT LEAST 90 % -OF THE MAX,:`DRY '' - _ ..i 3 MIN. COUPLING M.J. FlRE HYDRANT 2. - S QUARE AWWA NUT DENSITY AS DETERMINED.'BY:ASTM'D -698 AT A MOISTURE 6" M.J. GATE VALVE ° MAX. EXTENSION. TERMINATE OPTIMUM HOISTURE W/ VALVE BOX 6" M.J. GATE VALVE DETAIL 1 -1) s', FROM TOP OF BOX. CONTENT OF THE'MATERIAL. CONTENT OF =2 BELOW 'TO +6% ABOVE THE OPT ' FIRE HYDRANT NORMAL 4' BURY - :;. Z 6" M.J. 90' M.J. B GRANULAR MATERIAL i ANCHOR COUPLING I 7 CU. FT. CRUSHED 6 M:J. ANCHOR COUPLING 7 CU: FT. CRUSHED OR AS SHOWN ANCHORING BEND " " LENGTH AS READ MATERIA SHA O <-. 6 X13 M.J. ANCHOR ROCK OR CLEAN ROCK OR CLEAN c " ON PLANS \ - \ L LL BE BANK RUN SAND WHICH IS FREE - V` "i (SEE DETAIL 1 -G) s (VARIABLE LENGTH) COUPLING GRAVEL i GRAVEL BY PLANS) 6 M.J. G ;':.• ;. -:. 6 CIF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC ' . Z W d �: '; " SEE DETAIL 1 VALVE W BOX .MATERIAL.AND WHICH, WHEN TESTED BY STANDARD .. M � � L,, (SEE DETAIL 1) M.J. �E'WITH 6 BRANCH •.•• �.� CONCRETE BLOCKING / - -� LABORATORY METHODS, MEET THE'FOLLOWING REQUIREMENTS! GO ,I CONCRETE BLOCKING .... .. ..... 2000 PSI ::' . �: •:•::::... (2000 PSI) .• •: :. • •: •:. . {n n 4 ( ) •.� `:: ::::'::' - : :•' ::•:: •: :• ::•: MAXIMUM L3QUID LIMIT 45 Q j-- O ,�, ,,,, (DO NOT PLUG WEEP .,,._ (DO NOT PLUG WEEP .: <: .. .... :.' " .a..;:. •:: •... MAXIMUM PLASTICITY INDEX' , W ::.... ...: - HOLES WITH CONCRETE ... ♦ ♦ .. .. _; .. .. HOLES WITH CONCRETE .. •: >. ) ::.. .. .... I• °.•• •� �• ) o .. „ . •y , . M.J. 90 BEND .. �_ MAXIMUM PERGENT;PASSING NO: 200 SIEVE , , 15 y- • •., :..:•. •. .. .. .. ::: zL; ..: yw i' MINIMUM' PERCENT PASSING 3/ ' , m. O` .. .. ...... ...• -. M < } r .. -. r _ s . 4 SIEVE .100 Lit' O 11 e'< ,' >'• : , 1 . 1 : `. n :r- •::: ♦.. s: „, - >' :,• •. STD. GATE VALVE <. c 1 WATERLINE Z Z - x 5 �J :i. • _ `.. .. _. c _ >� .. ,.::.,r .tom >,:i 7,,`- ,:'.:.• •- -.,,,• _ :.. r ; r; H ~. ?,� At31LIZED SAND J ' S :. .: _; , ,,: SET HYDRANT ON ©CEMENT ST U - THE MATERIAL BE GRANULAR MATERIALS,MEEONG THE REQUIREMENTS .,.. _J ; .� .. -. - r .... ° : 4" THICK CONCRETE FIRE HYDRANT LEADS 4" THICK CONCRETE U W - t, - •� .. `4 - • • •' • OF MATERIAL B ABOVE MIXED WITH PORTLAND CEMENT AND ;'DESIGNED TO - " " " . �':� :' ' -' :- EILOCK OR BRICK LONGER THAN 18 FEET BLOCK PRODUCE _A MI O Li.' "" '" "' �- SET F.H. ON UNDISTURBED MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF. 50 PSI IN 48 i "- 2000 PSI DO NOT WITH _ �..- ; WILL BE CONSIDERED AS M.J. ON WATE HOURS AND 100 PSI 1N 7 DAYS WHEN COMPACTED To 95 %' DENSITY IN • " _ " ( )( o o EARTH IF POSSIBLE. IF - . -- :: -..,- SET HYDRANT ON j PLUG WEEP HOLES MAIN LINES & ANY CITY MAIN NOT, SUPPORT TO UNDIS- " " F o o AASTM Dt6 2 AND ASTM D7633.THE CEMENT - SAND MXTURE SOHALL CE WITH i 0 COLLEGE STATION BE 4 THICK CONCRETE 4 THICK CONCRETE WITH CONCRETE) TURBED EARTH. COMPACTED IN 8' LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. , B40CK OR BRICK BLOCK OR BRICK APPROVED PIPE MAY - - O \ \ \ \ FIELD MIXING OF CEMENT STABILIZED` 1 (2000 'P%)(DO NOT (2000 PSI) BE USED. M.J. ANCHOR COUPLING SAND 5 ACCEPTABLE. I 1 PLUG WEEP HOLES _ M.J ANCHOR COUPLING IMENSION VARIES ` 1' -1" (13') TO 6" VALVE - MECHANICAL JOINTS = WITH CONCRETE DETAIL 1 -g D ETAI L 1 C ( ) - ' ' (LENGTH AS REQ D BY SEE DETAIL 1 -1 WITH SET SCREW RETAINER G 6" M.J. GATE VALVE & BOX 6" M.J. 90' ANCHORING BEND (SEE DETAIL 1 -G) F 4-■ DETAIL 1 -A 6 "X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) PLAN -TYPE 2 PLAN -TYPE 5 R.O.W. LINE � ' STANDARD M.J. TEE RETURN ELLS (SEE NOTE 17) S ARE `I A A -..: ! - BRONZE INSECT SCREEN 8 DETAIL 1 -I w/ S.S. HOSE CLAMP PIPELINE WARNING SIGN N T S r 11 I L tJ , �-- M.J. ANCHORING COUPLING 3/4" TYPE 'L" RIGID COPPER . R COPPER'PIPE CLAMPS. HDG. `, 2.5' 2.5' 18'Wx24'Ex24'd {INSIDE DIM.) SIDEWALK V -6" OFF R.O oN -CAS CA$NTCRE BOX W/ 4' -0" COVER (OR.APPROVED EQUAL) 3/4 BRASS ELL 3/4'x3" BRASS NIPPLE ` DETAIL 1 -J i. , . ' TEE TAPPED 3 V BOX OVER 3/4 COPPER TO I.P.T . FIRE HYDRANT LAYOUTS PLUG VALVE / L- PLAN -TYPE 3 PLAN- TYPE.4 STRAIGHT COUPUNG /4" AIR VALVE MUELLER #H -15428 • ' ' CO MODEL 65 4,_O„ •(OR EQUAL) „ f (OR EQUAL) 3/4x6 8 NIPPLE . �'" R7 G `1ApE GENERAL NOTES: z WATER SERVICE LINE MATERIAL 1.P.T To 3 CU. FT. CRUSHED r , C COPPER FORD STONE OR PEA n 1. ALL CALCULATIONS ARE BASED ON INTERNAL 5. DIMENSIONS MAY BE VARIED AS REQUIRED 13Y COPPER WATER TUBING 3 4" TO 2" IN DIAMETER _ V G �.! 1' -0 / BALL VALVE RAVEL 3/4' BRASS ELL 12 rn PRESSURE OF 200 PSI FOR 24' LD. PIPE AND FIELD CONDITIONS WHERE AND AS DIRECTED 1' -0" SHALL CONFORM TO THE CURRENT ASTM $88 X641 -333 OR ` "�'! SMALLER AND 150 PSI ON 30 I.D. AND GIN VOLUME F �/ / . • BY THE ENGINEER. THE L E 0 CONCRETE STANDARD. TUBING FOR UNDERGROUND EQUAL 11 q LARGER. BLOCKING SHALL NOT BE LESS THAN SHOWN - , 2. ALL BEARING SURFACES OF THRUST BLOCKS HERE. LL BE SEAMLESS TYPE K, 31 INSTALLATIONS SHA4" TYPE "K' COPPER TUBING 0 OR ROCK. SHALL BE PLACED AGAINST UNDISTURBED EARTH 6. VOLUMES OF VERTICAL BEND THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE PIPE JOINT ANNEALED SOFT COPPER (060 OR 050) WITH A �= . , W 4' W 3 4" B , , e THRUST 3. WALL THICKNESS m ASSUMED HERE FOR CORRESPONDING WEIGHT OF THE CONCRETE R1 MINIMUM TENSILE STRENGTH OF 30,000 PSI. NO / / / BRASS NIPPLE W O.D ESTIMATING PURPOSES ONLY. TUBING WITH KINKS OR ANY TYPE OF DAMAGE WILL BE , �^ ...(4000 L8. /C.Y.) IS EQUAL TO OR GREATER THAN - THE X � O X ALLOWED. �, _ V J ; I 11 4. CONCRETE FOR BLOCKING SHALL BE 2000 PSI VERTICAL COMPONENT OF THRUST ON THE A O FITTINGS FOR COPPER TUBING SHALL CONFORM TO THE 1 '! - NOTE: . CONCRE - TE. VERTICAL BEND. p CURRENT ASA 616 -26 STANDARD. FITTINGS SHALL BE 1. EMBED (OFFER LINE IN TAMPED NOTE: R.c.c.P. OUTLET PIPES COMPRESSION TYPE AND BE CAPABLE OF AM ED SAND FROM uNOrsruRBE so1L To - POUR AGAINST - �, 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. Z ARE TO BE BLOCKED AS TEES. UNDISTURBED BED EARTH WITHSTANDING THE OPERATING AND SURGE PRESSURES 2. PAYMENT FOR BID ITEM OF 3/4 AIR RELEASE VALVE' SHALL INCLUDE . OF THE TUBING. ALL MATERIALS, AS SHOWN IN DETAIL ABOVE, INCLUDING MAIN LINE THRUST o `I EE E ON PLANS. DETAIL 5 -E UNDISTU em EARTH - T OF SIZE INDICATED 2 -C ® 1 1 . PIPE JOINT CONSTRUCTION NOTES: PLAN OF TEE THRUST BLOCK .. 3/4 I NCH AI R A GROUND /c 1. All waterline`and appurtenance construction shall be "in (SEE TEE & PLUG SCHEDULE) _ . e RELEASE VALUE accordance with he current City of College Station Standard NOTE: CONCRETE SHALL NOT PAVEMENT 6' -0 . Specifications for Water &' Sewer Construction. All 1 C ENCIDTH EXTEND BEYOND JOINTS -y- MIN. 5' -0" Z 2 MIN. I 3' construction shall be coordinated with thg City `Engineer's office. �- • c o ' �� t' -o' Bc PREFERRED O . 2 ,. roar 2. All waterline `materials, structures and .dppurtenances shall' meet current a' MIN. ASSUMED HORIZONTAL PLAN , 8191 "`� City standards and details. Alternate ' materials shall ' be allowed only if the �, 1 - 1/r rME x- Contractor receives written approval from the City Engineer. 3. The. Contractor shall be res onsible for veri in the ex . � I I � in TRENCH nmrac - - - P fY 9 act location 'of all 0 WIDT 2" P.V.C. existing underground utilities. Notification of the ut ility co THRUST °- POUR AGAINST -- 1 - 1 /2 .. 1 . � PAINT BLUE ty mpgnies 48 hours , O.D. A m \ UNDISTURBED EARTH I in advance. of construction is required. W 0 REINFORCING I.D. 0 Utility Contacts: Dig Tess (800) 344 -8377 NOTE: USE POLYETHYLENE WRAP TXU Gas 979 774 -2501 W BARS 120' T 3 5' MIN. COX COMMUNICATIONS 979 846 -2229 2 - °- /c ( ( ) OR EQUAL BETWEEN CONCRETE VERTICAL COMPONENT OF - y VERIZON (800) 344 8377 _ Q 11 \ & PLUG TO PREVENT CONCRETE . THRUST = TABULATED WITHOUT SIDEWALK.` . T FROM STICKING TO PLUG. VALUE LD. O.D. g 4. The construction ; shall comply I : with B E safety P Y OSHA Standard 29 CFR Part 1926 POUR AGAINST EAR Subpart P for trench safety requirements. General i J Y q information on trench UNDISTURBED TH is resented on the DETAIL: 5 -D e IDEwALK 3' Y P Trench Safety . Details sheet. PLAN OF PLUG THRUST BLOCK T REINFORCED S ELEVATION . (SEE TEE & PLUG SCHEDULE) BC 2, MEN. BAR #4 Ar t2' FOR 12° V . _ . VARIABLE PIPE &LARGER PROX. SAME C _� I VERTICAL BEND SCHEDULE TEE & PLUG SCHEDULE LENGTH AS BEND SECTION X -X I I f POUR AGAINST - . W .*- - -.. ° +\ .� ,: PLAN -TYPE 7 ' . . . : PLAN -TYPE 8 L DETAIL: 5-A LOCATION OF THRUST BLOCKS (SHOWN FOR REFERENCE ONLY) A 11.25' 22.50' 30° 45' A EARTH ROCK I.D. THRUST VOLUME RU OLUM E THRUST VOLUME RU OLUM E THRUST VOLUME RUJFOLLIM I ,D RU C p GLUM p OLU (IN ) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TON(C.Y.) ( ) IN. ( IN (TONS) (FT.) (Fr.) (C.Y.) (FT (C.Y.) ) 4.6.8 1.0 0.5 2.0 1.0 2.5 1.3 3.6 1.8 4.6 2.3 5.0 2.5 4 6 8 4 6 8 5.1 1.5 2.5 ' 0.3 2.0 0.2 1012 2.2 1.1 4.3 2.2 5.7 2.8 8.0 4.0 10.5 5.2 11.3 5.7 1012 1012 11.3 1.5 3.5 0.6 2.5 0.3 16,18 5.0 2.5 9.7 4.9 12.7 6.4 18.0 9.0 23.5 11.8 25-51 12:7 1 16,18 16,18 25.5 2.0 ' 5.5 1.6 4.0 0.9 . . -, DFTAII 3 -F3 WATER LINE ` WAT ER LINE . 1 I A. W TER SERVICE DETAIL WATER SERVICE CROSSING STREET E D SCHEDULE) e/c set of "red- lined" drawings marked "As- Built' to the City Engineer. H RI O ZONTAL BEND SCHEDULE wrt1, SIDEW�1j( f DETAIL 3 -B - / A = 11.2 p = 22.50° p = 45' p = so° I.D. T I -D. G RU EARTH ROCK I.D EARTH ROCK EARTH ROCK EARTH ROCK 11.25'22.50° E IN FT TONS GLUM GLUM G RU OLUM OLUM I.D.. G RU OLUM I.D. G. THRUST ( N.) (IN.) Fr. FT. (FT.) ( ) ( ) (TONS) Fr. FT. C.Y. Fr. FT. C.Y. (IN.) (FT.) (TONS) Fr. FT. C.Y. FT. FT. C.Y. (IN.) (FT.) (TONS) FT. FT. GLUM (IN.) (FT.) (TONS) OLUM GLUM C:Y. FT. FT. C.Y. Fr. FT. C.Y. FT. 4 0.4 1.5 1.5 0.9 .468 0.4 1.0 1.0 1.5 0.1 1.0 1.0 0.1 468 0.8 2.0 1.5 1.5 0.1 1.0 1:0 0.1 468 1.5 3.9 2.0 2.0 0.2 1.5 15 0.1 468 •2.7 7.1 5.0 1.5 0.4 2.0 10,12 0.5 1.5 1.5 1.2 16,12 0.6 2.2 1.5 1.5 0.1 . 1 1.5 - - 10.12 1.1 4.4 2.0 2.5 : 0.3 1.5 1.5 0.1 10 12 2.2 8.7 3:5 2.5 . 0.5 2.0 2.5 0.3 10 12 4.0 .16.0 6.5 2.5 LO 3.5 16 18 0.6 1.5 1.5 1:6 16 18 0.8 5.0 2.0 25 0.3 1.5 2.0 0.2 16 18 1.6 9.9 3.0 3.5 0.6 2.0 2.5 0.3 16 18 r 3.2 19.5 . 4:5 4.5 1.2 3.0 3.5. 0.6 16.18 6.0 36.0 9.0 4.0 2.4 & BOX TYPE .3 DETAIL 1 -E FIRE HYDRANT ASSEMBLIES 0 I ....�­, PLAN -TYPE 2 u . _ NOTE: FIRE' HYDRANTS WITH M.J. AND . , A.C. PIPE SHOES ARE FURNISHED . WITH STRAPPING VALVE BOX. (CLOW NATIONAL RAP NG LUGS . ; : ,, � . . u �", ._, -2450, OR EQUAL, WITH NO. 6 , QQ . C)l 1 1 F , 11 . fm - BASE AND COVER NO. F 2490 , . b > , "rea.g 0 0 : y ". , >. .: OR EQUAL. .:, . Q ;. A casec"6was8aocessaog, . JOSEPH , NOTE: 'FIR GROUND LEVEL aS3 I]. E HYDRANT TO BE AMERICAN DARLING SC n " nnne "n 24 SQ. X 4 THK. CONC. #4 BAR 15 MIN: R TOP OF B -84 -B BY AMERICAN FLOW CONTROL. THE I _U 0 y 1. . c + �j SLAB 18 CU FIRE HYDRANT - - , ® Z (TYP.) - RB SHALL MEET OR EXCEED AWWA - ,.. &6 . : C502, LATEST REVISION. 0....�> ,, - 3' MIN. .MATERIALS FOR EMBEDMENT - KEY - °a` i? 15 MIN. " _r °� v. 18 °' 5 MAX. . Q SELECT MATERIAL VALVE BOX VALVE Box (GLOW NATIONAL I A _ MA - - _ TERIAL:EXCAVATED FROM THE DITCH WHICH -IS FREE OF . (TYPICAL) 6" ,, F 2450. OR EQUAL. WITH N0: 6 ,: X13 - ROCKS, LUMPS;- CLODS;, OR DEBRIS LARGER THAN TWO (2) BASE AND COVER N0. F-2490 . M.J. ANCHOR OR E U INCHES IN THE LARGEST DIMENSION. ;CQMPACTION OF THE Q AL) MATERIAL :SHALL BE TO AT LEAST 90 % -OF THE MAX,:`DRY '' - _ ..i 3 MIN. COUPLING M.J. FlRE HYDRANT 2. - S QUARE AWWA NUT DENSITY AS DETERMINED.'BY:ASTM'D -698 AT A MOISTURE 6" M.J. GATE VALVE ° MAX. EXTENSION. TERMINATE OPTIMUM HOISTURE W/ VALVE BOX 6" M.J. GATE VALVE DETAIL 1 -1) s', FROM TOP OF BOX. CONTENT OF THE'MATERIAL. CONTENT OF =2 BELOW 'TO +6% ABOVE THE OPT ' FIRE HYDRANT NORMAL 4' BURY - :;. Z 6" M.J. 90' M.J. B GRANULAR MATERIAL i ANCHOR COUPLING I 7 CU. FT. CRUSHED 6 M:J. ANCHOR COUPLING 7 CU: FT. CRUSHED OR AS SHOWN ANCHORING BEND " " LENGTH AS READ MATERIA SHA O <-. 6 X13 M.J. ANCHOR ROCK OR CLEAN ROCK OR CLEAN c " ON PLANS \ - \ L LL BE BANK RUN SAND WHICH IS FREE - V` "i (SEE DETAIL 1 -G) s (VARIABLE LENGTH) COUPLING GRAVEL i GRAVEL BY PLANS) 6 M.J. G ;':.• ;. -:. 6 CIF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC ' . Z W d �: '; " SEE DETAIL 1 VALVE W BOX .MATERIAL.AND WHICH, WHEN TESTED BY STANDARD .. M � � L,, (SEE DETAIL 1) M.J. �E'WITH 6 BRANCH •.•• �.� CONCRETE BLOCKING / - -� LABORATORY METHODS, MEET THE'FOLLOWING REQUIREMENTS! GO ,I CONCRETE BLOCKING .... .. ..... 2000 PSI ::' . �: •:•::::... (2000 PSI) .• •: :. • •: •:. . {n n 4 ( ) •.� `:: ::::'::' - : :•' ::•:: •: :• ::•: MAXIMUM L3QUID LIMIT 45 Q j-- O ,�, ,,,, (DO NOT PLUG WEEP .,,._ (DO NOT PLUG WEEP .: <: .. .... :.' " .a..;:. •:: •... MAXIMUM PLASTICITY INDEX' , W ::.... ...: - HOLES WITH CONCRETE ... ♦ ♦ .. .. _; .. .. HOLES WITH CONCRETE .. •: >. ) ::.. .. .... I• °.•• •� �• ) o .. „ . •y , . M.J. 90 BEND .. �_ MAXIMUM PERGENT;PASSING NO: 200 SIEVE , , 15 y- • •., :..:•. •. .. .. .. ::: zL; ..: yw i' MINIMUM' PERCENT PASSING 3/ ' , m. O` .. .. ...... ...• -. M < } r .. -. r _ s . 4 SIEVE .100 Lit' O 11 e'< ,' >'• : , 1 . 1 : `. n :r- •::: ♦.. s: „, - >' :,• •. STD. GATE VALVE <. c 1 WATERLINE Z Z - x 5 �J :i. • _ `.. .. _. c _ >� .. ,.::.,r .tom >,:i 7,,`- ,:'.:.• •- -.,,,• _ :.. r ; r; H ~. ?,� At31LIZED SAND J ' S :. .: _; , ,,: SET HYDRANT ON ©CEMENT ST U - THE MATERIAL BE GRANULAR MATERIALS,MEEONG THE REQUIREMENTS .,.. _J ; .� .. -. - r .... ° : 4" THICK CONCRETE FIRE HYDRANT LEADS 4" THICK CONCRETE U W - t, - •� .. `4 - • • •' • OF MATERIAL B ABOVE MIXED WITH PORTLAND CEMENT AND ;'DESIGNED TO - " " " . �':� :' ' -' :- EILOCK OR BRICK LONGER THAN 18 FEET BLOCK PRODUCE _A MI O Li.' "" '" "' �- SET F.H. ON UNDISTURBED MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF. 50 PSI IN 48 i "- 2000 PSI DO NOT WITH _ �..- ; WILL BE CONSIDERED AS M.J. ON WATE HOURS AND 100 PSI 1N 7 DAYS WHEN COMPACTED To 95 %' DENSITY IN • " _ " ( )( o o EARTH IF POSSIBLE. IF - . -- :: -..,- SET HYDRANT ON j PLUG WEEP HOLES MAIN LINES & ANY CITY MAIN NOT, SUPPORT TO UNDIS- " " F o o AASTM Dt6 2 AND ASTM D7633.THE CEMENT - SAND MXTURE SOHALL CE WITH i 0 COLLEGE STATION BE 4 THICK CONCRETE 4 THICK CONCRETE WITH CONCRETE) TURBED EARTH. COMPACTED IN 8' LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. , B40CK OR BRICK BLOCK OR BRICK APPROVED PIPE MAY - - O \ \ \ \ FIELD MIXING OF CEMENT STABILIZED` 1 (2000 'P%)(DO NOT (2000 PSI) BE USED. M.J. ANCHOR COUPLING SAND 5 ACCEPTABLE. I 1 PLUG WEEP HOLES _ M.J ANCHOR COUPLING IMENSION VARIES ` 1' -1" (13') TO 6" VALVE - MECHANICAL JOINTS = WITH CONCRETE DETAIL 1 -g D ETAI L 1 C ( ) - ' ' (LENGTH AS REQ D BY SEE DETAIL 1 -1 WITH SET SCREW RETAINER G 6" M.J. GATE VALVE & BOX 6" M.J. 90' ANCHORING BEND (SEE DETAIL 1 -G) F 4-■ DETAIL 1 -A 6 "X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) PLAN -TYPE 2 PLAN -TYPE 5 R.O.W. LINE � ' STANDARD M.J. TEE RETURN ELLS (SEE NOTE 17) S ARE `I A A -..: ! - BRONZE INSECT SCREEN 8 DETAIL 1 -I w/ S.S. HOSE CLAMP PIPELINE WARNING SIGN N T S r 11 I L tJ , �-- M.J. ANCHORING COUPLING 3/4" TYPE 'L" RIGID COPPER . R COPPER'PIPE CLAMPS. HDG. `, 2.5' 2.5' 18'Wx24'Ex24'd {INSIDE DIM.) SIDEWALK V -6" OFF R.O oN -CAS CA$NTCRE BOX W/ 4' -0" COVER (OR.APPROVED EQUAL) 3/4 BRASS ELL 3/4'x3" BRASS NIPPLE ` DETAIL 1 -J i. , . ' TEE TAPPED 3 V BOX OVER 3/4 COPPER TO I.P.T . FIRE HYDRANT LAYOUTS PLUG VALVE / L- PLAN -TYPE 3 PLAN- TYPE.4 STRAIGHT COUPUNG /4" AIR VALVE MUELLER #H -15428 • ' ' CO MODEL 65 4,_O„ •(OR EQUAL) „ f (OR EQUAL) 3/4x6 8 NIPPLE . �'" R7 G `1ApE GENERAL NOTES: z WATER SERVICE LINE MATERIAL 1.P.T To 3 CU. FT. CRUSHED r , C COPPER FORD STONE OR PEA n 1. ALL CALCULATIONS ARE BASED ON INTERNAL 5. DIMENSIONS MAY BE VARIED AS REQUIRED 13Y COPPER WATER TUBING 3 4" TO 2" IN DIAMETER _ V G �.! 1' -0 / BALL VALVE RAVEL 3/4' BRASS ELL 12 rn PRESSURE OF 200 PSI FOR 24' LD. PIPE AND FIELD CONDITIONS WHERE AND AS DIRECTED 1' -0" SHALL CONFORM TO THE CURRENT ASTM $88 X641 -333 OR ` "�'! SMALLER AND 150 PSI ON 30 I.D. AND GIN VOLUME F �/ / . • BY THE ENGINEER. THE L E 0 CONCRETE STANDARD. TUBING FOR UNDERGROUND EQUAL 11 q LARGER. BLOCKING SHALL NOT BE LESS THAN SHOWN - , 2. ALL BEARING SURFACES OF THRUST BLOCKS HERE. LL BE SEAMLESS TYPE K, 31 INSTALLATIONS SHA4" TYPE "K' COPPER TUBING 0 OR ROCK. SHALL BE PLACED AGAINST UNDISTURBED EARTH 6. VOLUMES OF VERTICAL BEND THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE PIPE JOINT ANNEALED SOFT COPPER (060 OR 050) WITH A �= . , W 4' W 3 4" B , , e THRUST 3. WALL THICKNESS m ASSUMED HERE FOR CORRESPONDING WEIGHT OF THE CONCRETE R1 MINIMUM TENSILE STRENGTH OF 30,000 PSI. NO / / / BRASS NIPPLE W O.D ESTIMATING PURPOSES ONLY. TUBING WITH KINKS OR ANY TYPE OF DAMAGE WILL BE , �^ ...(4000 L8. /C.Y.) IS EQUAL TO OR GREATER THAN - THE X � O X ALLOWED. �, _ V J ; I 11 4. CONCRETE FOR BLOCKING SHALL BE 2000 PSI VERTICAL COMPONENT OF THRUST ON THE A O FITTINGS FOR COPPER TUBING SHALL CONFORM TO THE 1 '! - NOTE: . CONCRE - TE. VERTICAL BEND. p CURRENT ASA 616 -26 STANDARD. FITTINGS SHALL BE 1. EMBED (OFFER LINE IN TAMPED NOTE: R.c.c.P. OUTLET PIPES COMPRESSION TYPE AND BE CAPABLE OF AM ED SAND FROM uNOrsruRBE so1L To - POUR AGAINST - �, 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. Z ARE TO BE BLOCKED AS TEES. UNDISTURBED BED EARTH WITHSTANDING THE OPERATING AND SURGE PRESSURES 2. PAYMENT FOR BID ITEM OF 3/4 AIR RELEASE VALVE' SHALL INCLUDE . OF THE TUBING. ALL MATERIALS, AS SHOWN IN DETAIL ABOVE, INCLUDING MAIN LINE THRUST o `I EE E ON PLANS. DETAIL 5 -E UNDISTU em EARTH - T OF SIZE INDICATED 2 -C ® 1 1 . PIPE JOINT CONSTRUCTION NOTES: PLAN OF TEE THRUST BLOCK .. 3/4 I NCH AI R A GROUND /c 1. All waterline`and appurtenance construction shall be "in (SEE TEE & PLUG SCHEDULE) _ . e RELEASE VALUE accordance with he current City of College Station Standard NOTE: CONCRETE SHALL NOT PAVEMENT 6' -0 . Specifications for Water &' Sewer Construction. All 1 C ENCIDTH EXTEND BEYOND JOINTS -y- MIN. 5' -0" Z 2 MIN. I 3' construction shall be coordinated with thg City `Engineer's office. �- • c o ' �� t' -o' Bc PREFERRED O . 2 ,. roar 2. All waterline `materials, structures and .dppurtenances shall' meet current a' MIN. ASSUMED HORIZONTAL PLAN , 8191 "`� City standards and details. Alternate ' materials shall ' be allowed only if the �, 1 - 1/r rME x- Contractor receives written approval from the City Engineer. 3. The. Contractor shall be res onsible for veri in the ex . � I I � in TRENCH nmrac - - - P fY 9 act location 'of all 0 WIDT 2" P.V.C. existing underground utilities. Notification of the ut ility co THRUST °- POUR AGAINST -- 1 - 1 /2 .. 1 . � PAINT BLUE ty mpgnies 48 hours , O.D. A m \ UNDISTURBED EARTH I in advance. of construction is required. W 0 REINFORCING I.D. 0 Utility Contacts: Dig Tess (800) 344 -8377 NOTE: USE POLYETHYLENE WRAP TXU Gas 979 774 -2501 W BARS 120' T 3 5' MIN. COX COMMUNICATIONS 979 846 -2229 2 - °- /c ( ( ) OR EQUAL BETWEEN CONCRETE VERTICAL COMPONENT OF - y VERIZON (800) 344 8377 _ Q 11 \ & PLUG TO PREVENT CONCRETE . THRUST = TABULATED WITHOUT SIDEWALK.` . T FROM STICKING TO PLUG. VALUE LD. O.D. g 4. The construction ; shall comply I : with B E safety P Y OSHA Standard 29 CFR Part 1926 POUR AGAINST EAR Subpart P for trench safety requirements. General i J Y q information on trench UNDISTURBED TH is resented on the DETAIL: 5 -D e IDEwALK 3' Y P Trench Safety . Details sheet. PLAN OF PLUG THRUST BLOCK T REINFORCED S ELEVATION . (SEE TEE & PLUG SCHEDULE) BC 2, MEN. BAR #4 Ar t2' FOR 12° V . _ . VARIABLE PIPE &LARGER PROX. SAME C _� I VERTICAL BEND SCHEDULE TEE & PLUG SCHEDULE LENGTH AS BEND SECTION X -X I I f POUR AGAINST - . W .*- - -.. ° +\ .� ,: PLAN -TYPE 7 ' . . . : PLAN -TYPE 8 L DETAIL: 5-A LOCATION OF THRUST BLOCKS (SHOWN FOR REFERENCE ONLY) A 11.25' 22.50' 30° 45' A EARTH ROCK I.D. THRUST VOLUME RU OLUM E THRUST VOLUME RU OLUM E THRUST VOLUME RUJFOLLIM I ,D RU C p GLUM p OLU (IN ) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TON(C.Y.) ( ) IN. ( IN (TONS) (FT.) (Fr.) (C.Y.) (FT (C.Y.) ) 4.6.8 1.0 0.5 2.0 1.0 2.5 1.3 3.6 1.8 4.6 2.3 5.0 2.5 4 6 8 4 6 8 5.1 1.5 2.5 ' 0.3 2.0 0.2 1012 2.2 1.1 4.3 2.2 5.7 2.8 8.0 4.0 10.5 5.2 11.3 5.7 1012 1012 11.3 1.5 3.5 0.6 2.5 0.3 16,18 5.0 2.5 9.7 4.9 12.7 6.4 18.0 9.0 23.5 11.8 25-51 12:7 1 16,18 16,18 25.5 2.0 ' 5.5 1.6 4.0 0.9 . . -, DFTAII 3 -F3 WATER LINE ` WAT ER LINE . 1 I A. W TER SERVICE DETAIL WATER SERVICE CROSSING STREET & BOX TYPE .3 DETAIL 1 -E FIRE HYDRANT ASSEMBLIES 0 I ....�­, PLAN -TYPE 2 u . _ NOTE: FIRE' HYDRANTS WITH M.J. AND . , A.C. PIPE SHOES ARE FURNISHED . WITH STRAPPING VALVE BOX. (CLOW NATIONAL RAP NG LUGS . ; : ,, � . . u �", ._, -2450, OR EQUAL, WITH NO. 6 , QQ . C)l 1 1 F , 11 . fm - BASE AND COVER NO. F 2490 , . b > , "rea.g 0 0 : y ". , >. .: OR EQUAL. .:, . Q ;. A casec"6was8aocessaog, . JOSEPH , NOTE: 'FIR GROUND LEVEL aS3 I]. E HYDRANT TO BE AMERICAN DARLING SC n " nnne "n 24 SQ. X 4 THK. CONC. #4 BAR 15 MIN: R TOP OF B -84 -B BY AMERICAN FLOW CONTROL. THE I _U 0 y 1. . c + �j SLAB 18 CU FIRE HYDRANT - - , ® Z (TYP.) - RB SHALL MEET OR EXCEED AWWA - ,.. &6 . : C502, LATEST REVISION. 0....�> ,, - 3' MIN. .MATERIALS FOR EMBEDMENT - KEY - °a` i? 15 MIN. " _r °� v. 18 °' 5 MAX. . Q SELECT MATERIAL VALVE BOX VALVE Box (GLOW NATIONAL I A _ MA - - _ TERIAL:EXCAVATED FROM THE DITCH WHICH -IS FREE OF . (TYPICAL) 6" ,, F 2450. OR EQUAL. WITH N0: 6 ,: X13 - ROCKS, LUMPS;- CLODS;, OR DEBRIS LARGER THAN TWO (2) BASE AND COVER N0. F-2490 . M.J. ANCHOR OR E U INCHES IN THE LARGEST DIMENSION. ;CQMPACTION OF THE Q AL) MATERIAL :SHALL BE TO AT LEAST 90 % -OF THE MAX,:`DRY '' - _ ..i 3 MIN. COUPLING M.J. FlRE HYDRANT 2. - S QUARE AWWA NUT DENSITY AS DETERMINED.'BY:ASTM'D -698 AT A MOISTURE 6" M.J. GATE VALVE ° MAX. EXTENSION. TERMINATE OPTIMUM HOISTURE W/ VALVE BOX 6" M.J. GATE VALVE DETAIL 1 -1) s', FROM TOP OF BOX. CONTENT OF THE'MATERIAL. CONTENT OF =2 BELOW 'TO +6% ABOVE THE OPT ' FIRE HYDRANT NORMAL 4' BURY - :;. Z 6" M.J. 90' M.J. B GRANULAR MATERIAL i ANCHOR COUPLING I 7 CU. FT. CRUSHED 6 M:J. ANCHOR COUPLING 7 CU: FT. CRUSHED OR AS SHOWN ANCHORING BEND " " LENGTH AS READ MATERIA SHA O <-. 6 X13 M.J. ANCHOR ROCK OR CLEAN ROCK OR CLEAN c " ON PLANS \ - \ L LL BE BANK RUN SAND WHICH IS FREE - V` "i (SEE DETAIL 1 -G) s (VARIABLE LENGTH) COUPLING GRAVEL i GRAVEL BY PLANS) 6 M.J. G ;':.• ;. -:. 6 CIF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC ' . Z W d �: '; " SEE DETAIL 1 VALVE W BOX .MATERIAL.AND WHICH, WHEN TESTED BY STANDARD .. M � � L,, (SEE DETAIL 1) M.J. �E'WITH 6 BRANCH •.•• �.� CONCRETE BLOCKING / - -� LABORATORY METHODS, MEET THE'FOLLOWING REQUIREMENTS! GO ,I CONCRETE BLOCKING .... .. ..... 2000 PSI ::' . �: •:•::::... (2000 PSI) .• •: :. • •: •:. . {n n 4 ( ) •.� `:: ::::'::' - : :•' ::•:: •: :• ::•: MAXIMUM L3QUID LIMIT 45 Q j-- O ,�, ,,,, (DO NOT PLUG WEEP .,,._ (DO NOT PLUG WEEP .: <: .. .... :.' " .a..;:. •:: •... MAXIMUM PLASTICITY INDEX' , W ::.... ...: - HOLES WITH CONCRETE ... ♦ ♦ .. .. _; .. .. HOLES WITH CONCRETE .. •: >. ) ::.. .. .... I• °.•• •� �• ) o .. „ . •y , . M.J. 90 BEND .. �_ MAXIMUM PERGENT;PASSING NO: 200 SIEVE , , 15 y- • •., :..:•. •. .. .. .. ::: zL; ..: yw i' MINIMUM' PERCENT PASSING 3/ ' , m. O` .. .. ...... ...• -. M < } r .. -. r _ s . 4 SIEVE .100 Lit' O 11 e'< ,' >'• : , 1 . 1 : `. n :r- •::: ♦.. s: „, - >' :,• •. STD. GATE VALVE <. c 1 WATERLINE Z Z - x 5 �J :i. • _ `.. .. _. c _ >� .. ,.::.,r .tom >,:i 7,,`- ,:'.:.• •- -.,,,• _ :.. r ; r; H ~. ?,� At31LIZED SAND J ' S :. .: _; , ,,: SET HYDRANT ON ©CEMENT ST U - THE MATERIAL BE GRANULAR MATERIALS,MEEONG THE REQUIREMENTS .,.. _J ; .� .. -. - r .... ° : 4" THICK CONCRETE FIRE HYDRANT LEADS 4" THICK CONCRETE U W - t, - •� .. `4 - • • •' • OF MATERIAL B ABOVE MIXED WITH PORTLAND CEMENT AND ;'DESIGNED TO - " " " . �':� :' ' -' :- EILOCK OR BRICK LONGER THAN 18 FEET BLOCK PRODUCE _A MI O Li.' "" '" "' �- SET F.H. ON UNDISTURBED MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF. 50 PSI IN 48 i "- 2000 PSI DO NOT WITH _ �..- ; WILL BE CONSIDERED AS M.J. ON WATE HOURS AND 100 PSI 1N 7 DAYS WHEN COMPACTED To 95 %' DENSITY IN • " _ " ( )( o o EARTH IF POSSIBLE. IF - . -- :: -..,- SET HYDRANT ON j PLUG WEEP HOLES MAIN LINES & ANY CITY MAIN NOT, SUPPORT TO UNDIS- " " F o o AASTM Dt6 2 AND ASTM D7633.THE CEMENT - SAND MXTURE SOHALL CE WITH i 0 COLLEGE STATION BE 4 THICK CONCRETE 4 THICK CONCRETE WITH CONCRETE) TURBED EARTH. COMPACTED IN 8' LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. , B40CK OR BRICK BLOCK OR BRICK APPROVED PIPE MAY - - O \ \ \ \ FIELD MIXING OF CEMENT STABILIZED` 1 (2000 'P%)(DO NOT (2000 PSI) BE USED. M.J. ANCHOR COUPLING SAND 5 ACCEPTABLE. I 1 PLUG WEEP HOLES _ M.J ANCHOR COUPLING IMENSION VARIES ` 1' -1" (13') TO 6" VALVE - MECHANICAL JOINTS = WITH CONCRETE DETAIL 1 -g D ETAI L 1 C ( ) - ' ' (LENGTH AS REQ D BY SEE DETAIL 1 -1 WITH SET SCREW RETAINER G 6" M.J. GATE VALVE & BOX 6" M.J. 90' ANCHORING BEND (SEE DETAIL 1 -G) F 4-■ DETAIL 1 -A 6 "X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) PLAN -TYPE 2 PLAN -TYPE 5 R.O.W. LINE � ' STANDARD M.J. TEE RETURN ELLS (SEE NOTE 17) S ARE `I A A -..: ! - BRONZE INSECT SCREEN 8 DETAIL 1 -I w/ S.S. HOSE CLAMP PIPELINE WARNING SIGN N T S r 11 I L tJ , �-- M.J. ANCHORING COUPLING 3/4" TYPE 'L" RIGID COPPER . R COPPER'PIPE CLAMPS. HDG. `, 2.5' 2.5' 18'Wx24'Ex24'd {INSIDE DIM.) SIDEWALK V -6" OFF R.O oN -CAS CA$NTCRE BOX W/ 4' -0" COVER (OR.APPROVED EQUAL) 3/4 BRASS ELL 3/4'x3" BRASS NIPPLE ` DETAIL 1 -J i. , . ' TEE TAPPED 3 V BOX OVER 3/4 COPPER TO I.P.T . FIRE HYDRANT LAYOUTS PLUG VALVE / L- PLAN -TYPE 3 PLAN- TYPE.4 STRAIGHT COUPUNG /4" AIR VALVE MUELLER #H -15428 • ' ' CO MODEL 65 4,_O„ •(OR EQUAL) „ f (OR EQUAL) 3/4x6 8 NIPPLE . �'" R7 G `1ApE GENERAL NOTES: z WATER SERVICE LINE MATERIAL 1.P.T To 3 CU. FT. CRUSHED r , C COPPER FORD STONE OR PEA n 1. ALL CALCULATIONS ARE BASED ON INTERNAL 5. DIMENSIONS MAY BE VARIED AS REQUIRED 13Y COPPER WATER TUBING 3 4" TO 2" IN DIAMETER _ V G �.! 1' -0 / BALL VALVE RAVEL 3/4' BRASS ELL 12 rn PRESSURE OF 200 PSI FOR 24' LD. PIPE AND FIELD CONDITIONS WHERE AND AS DIRECTED 1' -0" SHALL CONFORM TO THE CURRENT ASTM $88 X641 -333 OR ` "�'! SMALLER AND 150 PSI ON 30 I.D. AND GIN VOLUME F �/ / . • BY THE ENGINEER. THE L E 0 CONCRETE STANDARD. TUBING FOR UNDERGROUND EQUAL 11 q LARGER. BLOCKING SHALL NOT BE LESS THAN SHOWN - , 2. ALL BEARING SURFACES OF THRUST BLOCKS HERE. LL BE SEAMLESS TYPE K, 31 INSTALLATIONS SHA4" TYPE "K' COPPER TUBING 0 OR ROCK. SHALL BE PLACED AGAINST UNDISTURBED EARTH 6. VOLUMES OF VERTICAL BEND THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE PIPE JOINT ANNEALED SOFT COPPER (060 OR 050) WITH A �= . , W 4' W 3 4" B , , e THRUST 3. WALL THICKNESS m ASSUMED HERE FOR CORRESPONDING WEIGHT OF THE CONCRETE R1 MINIMUM TENSILE STRENGTH OF 30,000 PSI. NO / / / BRASS NIPPLE W O.D ESTIMATING PURPOSES ONLY. TUBING WITH KINKS OR ANY TYPE OF DAMAGE WILL BE , �^ ...(4000 L8. /C.Y.) IS EQUAL TO OR GREATER THAN - THE X � O X ALLOWED. �, _ V J ; I 11 4. CONCRETE FOR BLOCKING SHALL BE 2000 PSI VERTICAL COMPONENT OF THRUST ON THE A O FITTINGS FOR COPPER TUBING SHALL CONFORM TO THE 1 '! - NOTE: . CONCRE - TE. VERTICAL BEND. p CURRENT ASA 616 -26 STANDARD. FITTINGS SHALL BE 1. EMBED (OFFER LINE IN TAMPED NOTE: R.c.c.P. OUTLET PIPES COMPRESSION TYPE AND BE CAPABLE OF AM ED SAND FROM uNOrsruRBE so1L To - POUR AGAINST - �, 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. Z ARE TO BE BLOCKED AS TEES. UNDISTURBED BED EARTH WITHSTANDING THE OPERATING AND SURGE PRESSURES 2. PAYMENT FOR BID ITEM OF 3/4 AIR RELEASE VALVE' SHALL INCLUDE . OF THE TUBING. ALL MATERIALS, AS SHOWN IN DETAIL ABOVE, INCLUDING MAIN LINE THRUST o `I EE E ON PLANS. DETAIL 5 -E UNDISTU em EARTH - T OF SIZE INDICATED 2 -C ® 1 1 . PIPE JOINT CONSTRUCTION NOTES: PLAN OF TEE THRUST BLOCK .. 3/4 I NCH AI R A GROUND /c 1. All waterline`and appurtenance construction shall be "in (SEE TEE & PLUG SCHEDULE) _ . e RELEASE VALUE accordance with he current City of College Station Standard NOTE: CONCRETE SHALL NOT PAVEMENT 6' -0 . Specifications for Water &' Sewer Construction. All 1 C ENCIDTH EXTEND BEYOND JOINTS -y- MIN. 5' -0" Z 2 MIN. I 3' construction shall be coordinated with thg City `Engineer's office. �- • c o ' �� t' -o' Bc PREFERRED O . 2 ,. roar 2. All waterline `materials, structures and .dppurtenances shall' meet current a' MIN. ASSUMED HORIZONTAL PLAN , 8191 "`� City standards and details. Alternate ' materials shall ' be allowed only if the �, 1 - 1/r rME x- Contractor receives written approval from the City Engineer. 3. The. Contractor shall be res onsible for veri in the ex . � I I � in TRENCH nmrac - - - P fY 9 act location 'of all 0 WIDT 2" P.V.C. existing underground utilities. Notification of the ut ility co THRUST °- POUR AGAINST -- 1 - 1 /2 .. 1 . � PAINT BLUE ty mpgnies 48 hours , O.D. A m \ UNDISTURBED EARTH I in advance. of construction is required. W 0 REINFORCING I.D. 0 Utility Contacts: Dig Tess (800) 344 -8377 NOTE: USE POLYETHYLENE WRAP TXU Gas 979 774 -2501 W BARS 120' T 3 5' MIN. COX COMMUNICATIONS 979 846 -2229 2 - °- /c ( ( ) OR EQUAL BETWEEN CONCRETE VERTICAL COMPONENT OF - y VERIZON (800) 344 8377 _ Q 11 \ & PLUG TO PREVENT CONCRETE . THRUST = TABULATED WITHOUT SIDEWALK.` . T FROM STICKING TO PLUG. VALUE LD. O.D. g 4. The construction ; shall comply I : with B E safety P Y OSHA Standard 29 CFR Part 1926 POUR AGAINST EAR Subpart P for trench safety requirements. General i J Y q information on trench UNDISTURBED TH is resented on the DETAIL: 5 -D e IDEwALK 3' Y P Trench Safety . Details sheet. PLAN OF PLUG THRUST BLOCK T REINFORCED S ELEVATION . (SEE TEE & PLUG SCHEDULE) BC 2, MEN. BAR #4 Ar t2' FOR 12° V . _ . VARIABLE PIPE &LARGER PROX. SAME C _� I VERTICAL BEND SCHEDULE TEE & PLUG SCHEDULE LENGTH AS BEND SECTION X -X I I f POUR AGAINST - . W .*- - -.. ° +\ .� ,: PLAN -TYPE 7 ' . . . : PLAN -TYPE 8 L DETAIL: 5-A LOCATION OF THRUST BLOCKS (SHOWN FOR REFERENCE ONLY) A 11.25' 22.50' 30° 45' A EARTH ROCK I.D. THRUST VOLUME RU OLUM E THRUST VOLUME RU OLUM E THRUST VOLUME RUJFOLLIM I ,D RU C p GLUM p OLU (IN ) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TON(C.Y.) ( ) IN. ( IN (TONS) (FT.) (Fr.) (C.Y.) (FT (C.Y.) ) 4.6.8 1.0 0.5 2.0 1.0 2.5 1.3 3.6 1.8 4.6 2.3 5.0 2.5 4 6 8 4 6 8 5.1 1.5 2.5 ' 0.3 2.0 0.2 1012 2.2 1.1 4.3 2.2 5.7 2.8 8.0 4.0 10.5 5.2 11.3 5.7 1012 1012 11.3 1.5 3.5 0.6 2.5 0.3 16,18 5.0 2.5 9.7 4.9 12.7 6.4 18.0 9.0 23.5 11.8 25-51 12:7 1 16,18 16,18 25.5 2.0 ' 5.5 1.6 4.0 0.9 . . -, DFTAII 3 -F3 WATER LINE ` WAT ER LINE . 1 I A. W TER SERVICE DETAIL WATER SERVICE CROSSING STREET 6" M.J. GATE VALVE & BOX 6" M.J. 90' ANCHORING BEND (SEE DETAIL 1 -G) F 4-■ DETAIL 1 -A 6 "X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) PLAN -TYPE 2 PLAN -TYPE 5 R.O.W. LINE � ' STANDARD M.J. TEE RETURN ELLS (SEE NOTE 17) S ARE `I A A -..: ! - BRONZE INSECT SCREEN 8 DETAIL 1 -I w/ S.S. HOSE CLAMP PIPELINE WARNING SIGN N T S r 11 I L tJ , �-- M.J. ANCHORING COUPLING 3/4" TYPE 'L" RIGID COPPER . R COPPER'PIPE CLAMPS. HDG. `, 2.5' 2.5' 18'Wx24'Ex24'd {INSIDE DIM.) SIDEWALK V -6" OFF R.O oN -CAS CA$NTCRE BOX W/ 4' -0" COVER (OR.APPROVED EQUAL) 3/4 BRASS ELL 3/4'x3" BRASS NIPPLE ` DETAIL 1 -J i. , . ' TEE TAPPED 3 V BOX OVER 3/4 COPPER TO I.P.T . FIRE HYDRANT LAYOUTS PLUG VALVE / L- PLAN -TYPE 3 PLAN- TYPE.4 STRAIGHT COUPUNG /4" AIR VALVE MUELLER #H -15428 • ' ' CO MODEL 65 4,_O„ •(OR EQUAL) „ f (OR EQUAL) 3/4x6 8 NIPPLE . �'" R7 G `1ApE GENERAL NOTES: z WATER SERVICE LINE MATERIAL 1.P.T To 3 CU. FT. CRUSHED r , C COPPER FORD STONE OR PEA n 1. ALL CALCULATIONS ARE BASED ON INTERNAL 5. DIMENSIONS MAY BE VARIED AS REQUIRED 13Y COPPER WATER TUBING 3 4" TO 2" IN DIAMETER _ V G �.! 1' -0 / BALL VALVE RAVEL 3/4' BRASS ELL 12 rn PRESSURE OF 200 PSI FOR 24' LD. PIPE AND FIELD CONDITIONS WHERE AND AS DIRECTED 1' -0" SHALL CONFORM TO THE CURRENT ASTM $88 X641 -333 OR ` "�'! SMALLER AND 150 PSI ON 30 I.D. AND GIN VOLUME F �/ / . • BY THE ENGINEER. THE L E 0 CONCRETE STANDARD. TUBING FOR UNDERGROUND EQUAL 11 q LARGER. BLOCKING SHALL NOT BE LESS THAN SHOWN - , 2. ALL BEARING SURFACES OF THRUST BLOCKS HERE. LL BE SEAMLESS TYPE K, 31 INSTALLATIONS SHA4" TYPE "K' COPPER TUBING 0 OR ROCK. SHALL BE PLACED AGAINST UNDISTURBED EARTH 6. VOLUMES OF VERTICAL BEND THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE PIPE JOINT ANNEALED SOFT COPPER (060 OR 050) WITH A �= . , W 4' W 3 4" B , , e THRUST 3. WALL THICKNESS m ASSUMED HERE FOR CORRESPONDING WEIGHT OF THE CONCRETE R1 MINIMUM TENSILE STRENGTH OF 30,000 PSI. NO / / / BRASS NIPPLE W O.D ESTIMATING PURPOSES ONLY. TUBING WITH KINKS OR ANY TYPE OF DAMAGE WILL BE , �^ ...(4000 L8. /C.Y.) IS EQUAL TO OR GREATER THAN - THE X � O X ALLOWED. �, _ V J ; I 11 4. CONCRETE FOR BLOCKING SHALL BE 2000 PSI VERTICAL COMPONENT OF THRUST ON THE A O FITTINGS FOR COPPER TUBING SHALL CONFORM TO THE 1 '! - NOTE: . CONCRE - TE. VERTICAL BEND. p CURRENT ASA 616 -26 STANDARD. FITTINGS SHALL BE 1. EMBED (OFFER LINE IN TAMPED NOTE: R.c.c.P. OUTLET PIPES COMPRESSION TYPE AND BE CAPABLE OF AM ED SAND FROM uNOrsruRBE so1L To - POUR AGAINST - �, 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. Z ARE TO BE BLOCKED AS TEES. UNDISTURBED BED EARTH WITHSTANDING THE OPERATING AND SURGE PRESSURES 2. PAYMENT FOR BID ITEM OF 3/4 AIR RELEASE VALVE' SHALL INCLUDE . OF THE TUBING. ALL MATERIALS, AS SHOWN IN DETAIL ABOVE, INCLUDING MAIN LINE THRUST o `I EE E ON PLANS. DETAIL 5 -E UNDISTU em EARTH - T OF SIZE INDICATED 2 -C ® 1 1 . PIPE JOINT CONSTRUCTION NOTES: PLAN OF TEE THRUST BLOCK .. 3/4 I NCH AI R A GROUND /c 1. All waterline`and appurtenance construction shall be "in (SEE TEE & PLUG SCHEDULE) _ . e RELEASE VALUE accordance with he current City of College Station Standard NOTE: CONCRETE SHALL NOT PAVEMENT 6' -0 . Specifications for Water &' Sewer Construction. All 1 C ENCIDTH EXTEND BEYOND JOINTS -y- MIN. 5' -0" Z 2 MIN. I 3' construction shall be coordinated with thg City `Engineer's office. �- • c o ' �� t' -o' Bc PREFERRED O . 2 ,. roar 2. All waterline `materials, structures and .dppurtenances shall' meet current a' MIN. ASSUMED HORIZONTAL PLAN , 8191 "`� City standards and details. Alternate ' materials shall ' be allowed only if the �, 1 - 1/r rME x- Contractor receives written approval from the City Engineer. 3. The. Contractor shall be res onsible for veri in the ex . � I I � in TRENCH nmrac - - - P fY 9 act location 'of all 0 WIDT 2" P.V.C. existing underground utilities. Notification of the ut ility co THRUST °- POUR AGAINST -- 1 - 1 /2 .. 1 . � PAINT BLUE ty mpgnies 48 hours , O.D. A m \ UNDISTURBED EARTH I in advance. of construction is required. W 0 REINFORCING I.D. 0 Utility Contacts: Dig Tess (800) 344 -8377 NOTE: USE POLYETHYLENE WRAP TXU Gas 979 774 -2501 W BARS 120' T 3 5' MIN. COX COMMUNICATIONS 979 846 -2229 2 - °- /c ( ( ) OR EQUAL BETWEEN CONCRETE VERTICAL COMPONENT OF - y VERIZON (800) 344 8377 _ Q 11 \ & PLUG TO PREVENT CONCRETE . THRUST = TABULATED WITHOUT SIDEWALK.` . T FROM STICKING TO PLUG. VALUE LD. O.D. g 4. The construction ; shall comply I : with B E safety P Y OSHA Standard 29 CFR Part 1926 POUR AGAINST EAR Subpart P for trench safety requirements. General i J Y q information on trench UNDISTURBED TH is resented on the DETAIL: 5 -D e IDEwALK 3' Y P Trench Safety . Details sheet. PLAN OF PLUG THRUST BLOCK T REINFORCED S ELEVATION . (SEE TEE & PLUG SCHEDULE) BC 2, MEN. BAR #4 Ar t2' FOR 12° V . _ . VARIABLE PIPE &LARGER PROX. SAME C _� I VERTICAL BEND SCHEDULE TEE & PLUG SCHEDULE LENGTH AS BEND SECTION X -X I I f POUR AGAINST - . W .*- - -.. ° +\ .� ,: PLAN -TYPE 7 ' . . . : PLAN -TYPE 8 L DETAIL: 5-A LOCATION OF THRUST BLOCKS (SHOWN FOR REFERENCE ONLY) A 11.25' 22.50' 30° 45' A EARTH ROCK I.D. THRUST VOLUME RU OLUM E THRUST VOLUME RU OLUM E THRUST VOLUME RUJFOLLIM I ,D RU C p GLUM p OLU (IN ) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TON(C.Y.) ( ) IN. ( IN (TONS) (FT.) (Fr.) (C.Y.) (FT (C.Y.) ) 4.6.8 1.0 0.5 2.0 1.0 2.5 1.3 3.6 1.8 4.6 2.3 5.0 2.5 4 6 8 4 6 8 5.1 1.5 2.5 ' 0.3 2.0 0.2 1012 2.2 1.1 4.3 2.2 5.7 2.8 8.0 4.0 10.5 5.2 11.3 5.7 1012 1012 11.3 1.5 3.5 0.6 2.5 0.3 16,18 5.0 2.5 9.7 4.9 12.7 6.4 18.0 9.0 23.5 11.8 25-51 12:7 1 16,18 16,18 25.5 2.0 ' 5.5 1.6 4.0 0.9 . . -, DFTAII 3 -F3 WATER LINE ` WAT ER LINE . 1 I A. W TER SERVICE DETAIL WATER SERVICE CROSSING STREET . . -, DFTAII 3 -F3 WATER LINE ` WAT ER LINE . 1 I A. W TER SERVICE DETAIL WATER SERVICE CROSSING STREET ' MANHOLE SIG SEE DETAIL 1-E) t STANDARD MANHOLE RING & CO V E R STANDARD MANHOLE .RING MATERIALS FOR EMBEDMENT KEY � EXCEPT AS SHOWN ON PLANS _ 5 �- FINISH GROUND &COVER i , A SELECT - MATERIAL' SEE GEN. NOTE 4 _ O g ( ) SEE DETAIL 4 A � 7 [J MA u - MATERIAL EXCAVATED FR ❑M THE DITCH -WHICH IS FREE ❑F CHINE S R A r , u NON SHRINK GROUT FIVE STAR 2 ROCKS, LUMPS, ,.CL ❑DS, ❑R DEBRIS - LARGER THAN l C Z> ��, � r _: n•r maem aas•m.� mm.. .a... MECHAN ICALLY .COMPACTED' AT 6 LIFTS . <m aac , . PPROVED INCHES IN THE LARGEST DIMENSI ❑N:: C ❑MPACTI: ❑N DF THE GENERAL PURPOSE OR A e TO 85% MODIFIED PROCTOR ASTM Di557 MATERIAL SHALL BE . T❑ ' AT LEAST •90% ❑F THE MAX. R 1;� . ,)�� ... USE PRE. CAST CONCRETE z MAT E D Y , �, EQUAL _ e r , �` AT MINIMUM 2% OVER OPTIMUM MOISTURE 24 ? m'`'z 24 DENSITY AS DETERMINED BY ASTM-D-698 AT 'A .MOISTURE: mt� 24 DIA. GRADE RINGS ®MORTAR ADJUSTMENTS SPECIFIED. OTHERWISE ON PLANS : CONTENT, OF 2 BELOW T❑ 6 ,A ABOVE THE OPTIMUM MOISTURE MORTARED RINGS .FORA (UNLESS OR BRICK &MORTAR. AS - C ❑N /. B❑ H UM ❑ STURE TO FINISH GRADE AS REQUIRED CONTENT OF THE 'MATERIAL. G r m�, REQUIRED TO RAISE TO N s _ @ P4AL , „ tTA1n gA P. MANH CONE 0 RING GASKET TYP. , • ' 9� 8 24 MAX HEIGHT ( ) FoR 5 & s olA. D ( ) GRADE z M.H 6" MIN. B GRANULAR MATERIAL SEE GEN. NOTE 3 O - ( ) PRE CAST ,MANHOL ( SEE oErw� t -C PER ASTM C -478 ( MATERIAL SHALL BE BANK 'RUN SAND WHICH ,IS FREE - MANHOLE RISER PIPE. INSTALL PLUMB &LEVEL SET cv OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS OR ORGANIC - 3000 PSI CONCRETE _ ,- 6 MIN. D Y DIAMETER 6 4 0 MATERIAL AND WHICH -WHEN. TESTED BY STANDARD BEFORE POURING BASE (HEIGHT DETERMINE B DUOLITHIC POUR 24 22 - 8° ' Z : 32 B❑RATDRY METHODS, `MEET THEE ❑WING EQU RE S� °'4• _ LA , ❑LL R I MENT ;. PLACE OF SEWER PIPE &NOTCH OUT SIZE CAST IN LA ) VARIES 4'-0' 0 W/ CONCRETE BOTTOM 6 MIN. FOR PRECAST „ 5 , _0 1 & 15 FOR 5 DIA. M.H T7 L0 MAXIMUM LIQUID LIMIT 45 0- n_ • 12 MIN.. FOR CAST -IN -PLACE $ s'_p- 30 FOR s OIA ' (n � � t2 MAXIMUM PLASTICITY INDEX PROVIDE BELL JOINT _ t2 15 - 0) , - NOTCH- OUT FAB NOTCH OUT N MIN & -•- MI Cn AT ENTRANC �, MAXIMUM PERCENT :PASSING N❑. -200 SIEVE 15. _ FOR PIPE W - - Q O MINIMUM PERCENT PASSING 3/4 SIEVE 100 EXIT OF ALL - 5 0 & 6 0 > Ld , MANHOLES T :.. - (SEE GEN. NOTE 5) " m .' - .. .: SET BOTTOM OF MANHOLE RISER Q 8 MIN t SEE N. -:•• -- '.: . .. :.. . AT CENTER OF PIPE m 0 .. ., 0 NOTE 5 APPROX. C CEMENT STABILIZED SAND W O GRATE CAN BE O WEIGHT - :, � <. FURNISHED _ Z Z PATTERN 300 24 ' L SEE SPECIAL NOTE 3 2 THICK 2000 PSI CAP RING - 175 THE MATERIAL SHALL BE GRANULAR MATERIALS MEETING THE- REQUIREMENTS �'� >� MANHOLE RING &COVER ,. J �S• ,C7 CAST —IN —PLACE OR PRE —CAST LIMIT FOR INITIAL POURING CO VER - t2s# OF MATERIAL B _ABOVE' MIXED WITH` PORTLAND CEME AND DESIGNED' TO - Q BASE - 3000 PSI CONCRETE OF CONCRETE WHEN FIRST WALL PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH -OF : 50 PSI IN 48 -, U O I- t2 ,� _► S ECTION IS NOT CONSTRUCTED HOURS AND 100 PSI IN 7 DAYS WHEN COMPACTED TO 95% DENSITY IN . tn, D q SEE SPECIAL NOTE 2 WITH ASTM D558 AND: CURED AND TESTED IN ACCORDANCE WITH ( ) WITH FOOTING ACCORDANCE W - p DETAIL C SAN ITARY SEWER ASTM D1632 AND A STM D.1.633. THE CEMENT -SAND 'MIXTURE SHALL BE COMPACTED IN 8 T O TRANSITION DETAIL FOR 5 & 6 DIA. R ING LIFTS A R NEAR OPTIMUM' MOISTURE CONTENT. AND COVER FIELD MIXING OF CEMENT 'STABILIZED SANG IS ACCEPTABLE , DETAIL 1 -A DETAIL 1 CEMENT -SAND MIXTURE USED FOR SANITARY SEWER EMBEDMENT WITHIN ' CAST _: LN PLACE MANHOLES PR ECAST MANHOLE 9 FEET OF A WATERLINE S CONTAIN A MIN. OF 2 SACKS OF CEMENT' STANDARD D PER CUBIC YARD OF MATERIAL. (ASTM C478) CAST-IN-PLACE MANHOLE z 0 SPECIAL NOTES. -PROPOSED GRADE W 1. ALL JOINTS AT MANHOLE SECTIONS &OTHER OPEN OR COLD METAL WAR IN �: JOINTS, OR LIFTING HOLES, SHALL BE THOROUGHLY FILLED - INITIAL BACKFILL NG TAPE W .;> _ C 24' BEL ❑W. GRADE) " Z 0 � Tj WITH SYNKO -FLEX OR OTHER APPROVED MASTIC 8 MIN. 12 MIN, WHEN TRENCH DEPTH A ' WATERPROOFING MATERIAL SELECT MATERIAL _. <• c �. Cr 2. CONCRETE FOR MANHOLE BASE SHALL CURE FOR MINIMUM IS GREATER THAN 10' :, �_�.:: (n OF 24 HOURS PRIOR TO PLACING ADDITIONAL SECTIONS. :.. :. > Li 3. POUR OR SET BASE ON FIRM UNDISTUBED SOIL IF B C MANUALLY _CONSOLIDATE v SOIL IS , -• 0 LRJ Q WET MUDDY OR SOFT THEN UNDERCUT UNSTABLE MATERIAL GENERAL NOTES. PV PIPE - SDR -26 ASTM D -3034 AT ❑PTIMUM'M ❑ISTURE) W ACKFILL WITH CRUSHED STONE OR GRAVEL. N.A.S.P.1. 1. FOR ALL TYPE MANHOLES, PLACE CONCRETE FOOTING OR BASE h 4• SEE SPECIFICATIONS 204 DEFECTOR TAPE FOR 'INSTALLATION ON FIRM SOIL OR OVER EXCAVATE TO FIRM SOIL AND BACKFILL ' ': (SPADE BY LIFTSINT❑ PLACE to N AT MANHOLES. WITH STANDARD GRADATION CRUSHED STONE. 6' MIN. ' -• '• " ' '• ' ® , ' "" TO 'FILL ALL V ❑IDS AROUND. _ PIP - .. PIPE, MANUALLY CONSOLIDATE,) .2.ON CAST IN PLACE MANHOLES, ALLOW FOOTING OR BASE AND ❑ D. M 'n FIRST, SECTION OF WALL TO CURE A MINIMUM OF 24 HOURS - THE TRENCH BOTTOM SHALL BE O LIJ BEFORE SETTING ADDITIONAL WALL FORMS AND PLACING CONCRETE GRADED S❑ AS TO PROVIDE UNIFORM 8' MIN, /12' MAX: IN FORMS. AND C❑NTINU ❑US SUPPORT FOR THE < p N 18' JOINT DUCTILE IRON PIPE, PIPE BARREL BETWEEN BELL HOLES. M.J. WYE CLASS 350 W / 8 MIL POLYWRAP 3. PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C478. s" JOINTS SHALL BE "0" -RING GASKETED. IN LIEU OF THICKNESS AS SPECIFIED IN C478, SECTION 7, DESIGN -THE MINIMUM w - THICKNESS FOR MANHOLE RISERS SHALL. BE AS LISTED UNDER BEDDING AND BACKFILL FOR o Q PVC PIPE WALL 8 IN THE CLASS TABLES C76 OF ASTM REINFORCED Z I CONCRETE PIPE. SANITARY SEWER PIPE , BANDED ADAPTOR /i 4. MANHOLE COVERS WILL BE MARKED SANITARY SEWER. PICK M~ - ' BARS OR LUGS SHALL ALSO BE CASED IN MANHOLE COVERS. NO N ARE S N • OPEN HOLES ALLOWED I COVER. THE CAST IRON RING AND • BACKFILL IN 8 LIFTS COVER SHALL BE FURNISHED & INSTALLED BY CONTRACTOR. " VARIES TO 85% DENSITY - 95% CO L MIN 2'-0 (CAST-IN-PLACE _ h> DENSITY IN TRAVELED 5. MANHOLE BASE OR FOOTING THICKNESS OR ; �Z � ROADWAYS PRE -CAST AS FOLLOWS. PROPOSED GRADE Tn THICKNESS IN. . MANHOLE DEPTH FT. PAVEMENT 'SECTION Q UNDISTURBED EARTH 0 -8 8 _ _ "O X / 10 METAL'WARN WARNING TAPE +- ' .- /. 8 -12 C24 BELOW GRADE) - ,.. .. . � DUCTILE IRON PIPE \ : � p , .:•., ,' 12 &OVER 12 6 -... ... , :... "' ... - 6 MIN �;. . • � CLA 350 SAME �. _ . ., -. _ .. ... .. � ... .. M.J. 90 B .. - .. •. , .. - . SIZE AS SEWER ,..,,,,,, - : -� . •; A :SELECT MATERIAL � O U „ . • .. .. .._. .• . MAIN OR ONE • -i SIZ LARGER IF FLOW LINE AT _rs •. _.. C (MANUAL CONSOLIDATE _p NOT ABAILABLE r_ <_ K •; O F- p I TOP OF MAIN . 13 to IN SAME SIZE AT OPTIMUM M ❑ISTURE) PVC PIPE � ; •�; .• 0.) LINE PIPE , r . -_,}• L L CO_ AS MAIN 3 7 SDR -26 ASTM D -3034 INITIAL BACKFILL (' _> (D �— . �- B D Y C SPAE B LIFTS INTO PLACE, 6' MIN• 0 ` Cn :• T❑ FILL ALL VOIDS AROUND t7,� - �. DETAIL 1 D PIP P TRE: MANUALLY ^; ' CT STANDARD SAN. C.I. C❑NS[7LIDATE. ) 2000 P.S.I. CONCRETE ... ❑, D. DROP . • ; SEWER CLEANOUT BOOT THE TRENCH BOTTOM SHALL BE , CONNECTION 7"' AND COVER OR EQUAL. GRADED S❑ AS TO PROVIDE UNIFORM 8' MIN, /12' MAX. PROP. 4" SANITARY SEWER SERVICE LIN 5' MIN. AT AND CONTINUOUS SUPPORT FOR THE STOPPER ' MINIMUM SLOPE OF 1/8" PER FT. END OF SERVICE PIPE BARREL BETWEEN BELL HOLES. DEPTH PROP. 4 " -45' BEND BEDDING AND BACKFILL FOR CLEANOUT STACK ::.: VARIES 7. NOTE: - SANITARY SEWER 'P I PE M 6" LINE FOR 45•' DOUBLE SERVICE STRUCTURAL AREAS J. . THE PIPE SHALL BE PVC CONFORMING TO • „ %•• UNDISTURBED GROUND; 1F FILL IS REQUIRED A ASTM D2241 SDR 26, CLASS 160 OR 0 IF NOT ON UNDISTURBED EARTH, -. CONCRETE EMBEDMENT WILL BE NECESSARY. SCHEDULE 40 UTILIZING CLASS 1245 -A 45' BEND j CONCRETE CUSHION MUST PE PLACED „ AROUND SEWER LINE. PVC COMPOUND. THE OUTSIDE DIAMETER - 3 MIN PROPOSED TEE OR WYE (4" BRANCH). SHALL BE IPS STANDARD (STEEL PIPE DIAMETER). U '^ .. , :• a•- PROPOSED SANITARY SEWER MAIN. W NOTE: MINIMUM SIZE CLEANOUT TO BE 6 ". CARSONITE CUM - 375 t Z MANHOLE DECAL x 6' GREEN MARKER POST t MH - 668 •. DETAIL 3 -E Z: 2000 P.S.I. CONCRETE. SEWER LINE 0 DETAIL 3 — F SERVICE LINE CONNECTION DETAIL SEWER LINE _ Q CLEAN OUT DETAIL CITY OF COLLEGE SEWER LI NE C Cn lm , ONSTRUCTION NOTES. - STATION DECAL _ W P - 2097 0 PAVEMENT BRACE AT EACH 1. All CO ; R „ nstruction shall be in accordance with the current Cit of Colle e Y 9 W aolNr To HOLD PIPE 4 FOOT MIN. OR ,_ St , IN PLACE WHILE 4 O S t a t ion Standard Specifications for_ Water & Sewer Construction. All W BACKFIwNC. AS 'SHOWN ON PLANS office. N - _j 1..1� construction shall be coordinated, with -thee `City Engineer's :. ," F NOTE: appurtenances _ 4� STOPPER • 2. All sewer line' materials structures' and shalt' meet current 0 SIGLJS , NOT REQUIRED FOR PLUG City standards and details. Alternate materials shall be allowed only if the .,, y � U " Contractor receives written approval from ` the ' MANHOLES LOCATED ALONG - 4 SAN. SEWER � _ PP e City Engineer. � W STREET RIGHT — OF — WAYS _ 3. Manholes, either cast —in place or recast, shall be .constructed and 4 PIPE LENGTH VARIES SERVICE LINE P J installed in accordance with current City of College Station spcations LL 6" FOR DOUBt� � ecifi � r , NOTE and `details. Standard manhole rings and covers shall be used. e 6' PIPE FOR SERVICE 4 45' BEND. DOUBLE SERVICE 4.' The compaction of the backfill ; material shall <be verified b in lace _ Y P Q density tests. The rate of density testing shall be determined by i 4 BRANCH. The City of College Station .inspector. 5.` The construction ' _ shall comply with OSHA 'Standard' 29 CFR Part 1926 NOTE: SIGNS AVAILABLE FROM Subpart P for - trench �safet re quirements. General . JIM COX SALES a:• P Y 9 ra information on trench 2819 ANODE LANE safety is presented on the Trench Safety Details sheet: _ WITH OR W 0 SIDEWALK & OR - DALLAS, TX 77845 , , ..WATER LINE 6. Sewer lines shall be tested for and.; TV inspected. prior _ to acceptance. All mcnholes should be leak tested= either by the SHEET DETAIL 1 -E _ 2000 P.S.I. CONCRETE. water or vacuum method. MANHOLE .IDENTIFICATION SIGN DETAIL 3 -D 7. Upon corn letion of construction the Contractor shall provide a ; SEWER LINE set " red —lined drowin s marked As -Built to-the City 9 N TS DETAIL 3 — G SERVICE LINE DETAIL _ Engineer. SEWER LINE STACK DETAIL : OF 8 NOTES: 1. Numbers shown in parentheses next to maximum 'allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. 2. A short -term maximum allowable slope of 1/2H:1V (63 deg.) is allowed in excavations in Type A soil that are 12 feet (3.67m) or less in depth. Short - term maximum allowable slopes for excavations greater than 12 feet (3.67m) in depth shall be 3/4H:1V (53 deg.). 3. Sloping or benching for excavations greater than 20 feet dep shall be designed by a Registered Professional Engineer. 4. For acceptable slope and benching configurations, see figure B -1 in OSHA Standard 29 CFR Part 1926, Subpart P. Romps, runways, ladders or stairs as means of access /egress 5 Dry rock that is not stable; or must be within 25 feet of an employee work area if a trench ' tre h �s 6 Material that is part of a sloped, layered Y four feet or more deep s stem where the lavers dip into the excavation FR PART 1926 OSHA STANDARD 29 C , SUBPART P shall Warning systems for mobile equipment including barricades, ' be used for design of trench safety requirements. Should TYPE A hand or mechanical signals, or stop logs. .the y conflict between t his drawing and CFR 1926, re be an g Testing and Controls for hazardous atmosphere including unconfined compressive prevail. Type A� means cohesive sods with an n P, the OSHA Standard shall p ,,..., , yp P emergency rescue equipment and daily inspections for potentially . SUBPART y ' s 144kPa or greater. strength of 1.5 tsf ( ) Examples of g P 9 hazardous conditions by a "competent person." Controls include _ d cl clay loam of employees in excavations against cave-ins cohesive soils ore: clay, silty clay, sandy y, y Protection 9 individually attended lifelines during descent into bell- bottom of an "adequate" cases silt clay loam and sand cl and against fallen rock, soil or material by use q and in some y y Y Y loam. pier holes or similar excavations. system. An exeptio g m n been when the excavation �s stable Cemented soils such as caliche and hardpan are also Up to -12 ion is less than 5 feet deep and considered Type A. However, no soil is rock or when the excavation p yp Ty pe A if: " ides no evidence that a soil is fissured; or examination b a competent 1 Th Y person provides P P " io from hea from fallen rock is subject to vibration r - should be expected. Protection g 2 The soil � a cave-in sh p ' walls or sidewalks. move loose rock or soil is pile driving, or similiar effects; soil or material includes scaling to re traffic, p g, or > Upto6 installation of protective barricades and other "equivalent 3 The soil has been previously disturbed; or P � 4x4 „ d layered system II or roll into art of a sloe 1 which might fa soil is n. Material or equipment w 4 The P Y Y protection." 9 R P 6x6 an excavation must be kept at least two feet from the edge of where the layers dip into the excavation on a 4 e prevented from horizontal to one vertical 4H:1 V ) excavations or have retaining devices, orb p slope of four (. 9 Not Req'd falling with a combination of both precautions. or greater; or ( Feet ) 5) The material is subject to other factors that REQUIREMENT FOR Daily inspections of excavations, adjacent areas, and would require it to be classified as a less stable SLOPING AND BENCHING SYSTEMS (FOUR OPTIONS) p rotective systems b a competent person and the removal of material. P Y Y 1) A slope of 34 degrees or less, in lieu of soil exposed employees if evidence of possible cave - ins, failure of classification. A slop e of this gradation or less is considered protective systems, hazardous atmosphere, or other hazardous safe for any type of soil. conditions until necessary precautions have been taken. TYPE B 2 Maximum allowable slopes and allowable configurations A "competent person sould remain at the worksite continually Type B Means: for sloping and benching s stems will be determined through use P 9 9 Y es are within an open excavation where protective compressive Cohesive soil with an unconfined com while employe P P 1) C P of Appendices A (Soil classification) and B (Sloping and systems are being used. strength greater than 0.5 tsf (48 kPa); or Benching) of 29CFR Part 1926, Subpart P. 2)Granular cohesionless soils including: angular 3) Desi ns of sloping or benching shall be selected from, Removal of or neutralization of surface encumbrances which gravel (similar to crushed rock), silt, silty loam, 4 x 6 may create a hazard. sandy loam and in some cases, silty loam 6 x,6 and sandy clay loam. 4 Estimate location of underground installations (sewer, 3) Previously disturbed soils except those which 4 telephone, electrical, fuel and other lines; storage tanks, etc.) would otherwise be classed as Type C soil. 4'X6 prior to digging; pinpoint actual locations as estimated 4) Soil that meets the unconfined compressive 5 locations are approached. strength or cementation requirements for Type 4x4 A but is fissured or subject to vibration- or NOTES: 1. Numbers shown in parentheses next to maximum 'allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. 2. A short -term maximum allowable slope of 1/2H:1V (63 deg.) is allowed in excavations in Type A soil that are 12 feet (3.67m) or less in depth. Short - term maximum allowable slopes for excavations greater than 12 feet (3.67m) in depth shall be 3/4H:1V (53 deg.). 3. Sloping or benching for excavations greater than 20 feet dep shall be designed by a Registered Professional Engineer. 4. For acceptable slope and benching configurations, see figure B -1 in OSHA Standard 29 CFR Part 1926, Subpart P. Romps, runways, ladders or stairs as means of access /egress 5 Dry rock that is not stable; or must be within 25 feet of an employee work area if a trench ' tre h �s 6 Material that is part of a sloped, layered Y four feet or more deep s stem where the lavers dip into the excavation 0 LLJ (n ey Y on a slope less steep than four horizontal to one Warning systems for mobile equipment including barricades, vertical (4H:1V), but only if the material would hand or mechanical signals, or stop logs. otherwise be classified as Type B. Testing and Controls for hazardous atmosphere including Horizontal Spacing P 9 (Feet) emergency rescue equipment and daily inspections for potentially TYPE C hazardous conditions by a "competent person." Controls include Vert. Spacing (Feet) individually attended lifelines during descent into bell- bottom Type C means: pier holes or similar excavations. 1) Cohesive soil with an unconfined compressive Up to -12 strength of 0.5 tsf (48kPa) or less; or Support systems such as shoring, bracing, or underpinning to 2) Granular soils including gravel, sand and ensure the stability of adjacent structures such as buildings, loamy sand; or ' walls or sidewalks. 3) Submerged soil or soil from which water is Upto6 freely seeping; or 4x4 4 Submerged rock that is not stable; or 6x6 5� Material in a sloped, ayered system where 4 the layers dip into the excavation on a slope of Not Req'd four horizontal to one vertical (4H:1 V) or steeper. ( Feet ) Up to Up to Up to Up to Up to - REQUIREMENT FOR PROTECTIVE SYSTEMS SLOPING AND BENCHING SYSTEMS (FOUR OPTIONS) P RT .SHIELD AND OTHER PROTECTIVE SYSTEMS FOUR OPTIONS - SUP 0 ( ) 1) A slope of 34 degrees or less, in lieu of soil 1) Designs for timbe shoring in treches set in accordance classification. A slop e of this gradation or less is considered with the conditions and requirments determined by using safe for any type of soil. Appendices A and C (timber shoring for trenches). of 29 CFR, Part 2 Maximum allowable slopes and allowable configurations 1926, Subpart P. For aluminum hydraulic shoring; Appendices for sloping and benching s stems will be determined through use P 9 9 Y A and D of 29 CFR, Part 1926, Subpart P, can be used if of Appendices A (Soil classification) and B (Sloping and manufacturers' tabulated data is not available. Benching) of 29CFR Part 1926, Subpart P. 2) Designs of support systems, shield systems or other protective 3) Desi ns of sloping or benching shall be selected from, systems using manufacturers tabulated data may be used, deviation 0 LLJ (n ey SIZE ACTUAL AND SPACING OF MEMBERS ** Depth of _ Cross Braces Wales Uprights Trench (feet) Horizontal Spacing P 9 (Feet) Width of Trench . (Feet) Vert. Spacing (Feet) Size i Vert. Spacing (Feet) M aximum allowable horizontal ' spaci 9 Feet Up to 4 1 Up to 6 Up to 9 Up to -12 Up to 15 Close 4 5 1 6 8 Si Size Upto6 4x4 4x4 4x6 6x6 6x6 4 Not Req'd Not Req'd ( feet ) ( Feet ) Up to Up to Up to Up to Up to - 2x6 In { ) 5 Upto8 4x4 4x4 4x6 6x6 6x6 4 Not Req'd Not. Req'd (Feet) 3 inch (Feet) 8 (Type A) 2x8 Up to 10 Up to 10 4 x 6 4 x 6 4 x 6 6 x,6 6 x 6 4 8 x 8 4 2 in 4'X6 2 x 6 5 U to P 4x4 Up to 12 4x6 4x6 6x6 6x6 6x6 4 8x8 4 20 4 4 X 8 2x6 r 8x.88x8- Upto6 4x4 4x4 4x6 6x6 6x6 4 Not Req'd Not Req'd - 2x6 embedded, the vertical distance from the 3x8 Up to 10 10 Up to Upto8 4x6 4x6 6x6 6x6 6',x6 4 8x8 4 4 X.6 2x6 15 Up to 12 15 Up to 10 6x6 6x6 6x6 6x8 6x8 4 8x 10 4 3.5 4X6 2x6 5.5 Upto6 4x4 Up to 12 6x6 6x6 6x6 6x16x8 RNe ot d q - 4 10 x 1 4 X10 15 3x8 U p o8 4x64x6 Upto6 6x6 6x6 6x6 6x8 6x8 4 6x8 4 3x6 See Note 1 - Up to See Note 1 15 Up to Up to 8 6 x 6 6 x 6 6 x 6 6 x 8 6 "x 8 4 8 x 8 4 3 x 6 See Note 1 15 U to 10 Up 20 Up to 10 8 x 8 8 x 8 8 x 8 8 x 8 8 x 10 4 8 x 10 4 3 x 6 See Note (1) -� Up to 12 6x6 [- up to 12 8x8 8x8 8x8 8x88x 10 4 1 10 x1 4 3x6 4X 10 See Nofb (1) Over 20 Upto6 Over 20 See Note (1) 0 LLJ (n ey SIZE (ACTUAL) P CI ' AND S A NG -OF Depth of .MEMBERS Depth Uprights Trench (feet) Horizontal .Spacing (Feet) of Cross Braces Wales Uprights Trench Up to 4 1 Up -to 6 Up to 9 Up; to 12 Up ,to 15 Close 2 Horizontal Width of Trench / Feet ) Vert. Si Size Vert. Maximum allowable i hor izontal 4x6 S Spacing P 9 \ Spacing P 9 5 S pacing P 9 spaci g ( feet ) ( Feet ) Up to Up to Up to Up to Up to - 8 x 8 In { ) 5 Feet CloseA 4 5 6 -8 5 8 x 10 6 9 , : 1 4 2 -15 (Feet) 3 inch (Feet) 8 (Type A) U to P 4x4Ax4 Up to' 10 4x''4 4x4 4x6 4 Not Re 'd - 9 Not ' Req'd q 10 x1 5 2 in 4'X6 2x6 5 U to P 4x4 4x4 4x4 4x6 4 x 6 4 Not Req'd Not Req'd 20 4 4 X 8 Up to r 8x.88x8- Upto6 6x6 6x6 6x6 6x8 6x8 5 8x8 5 - 2x6 embedded, the vertical distance from the 10 Up to 10 4x6 4x6 4x6 6x6 6x.6' 4 8x.8 4 1 0 x 1C 5 4 X.6 2 x 6 15 Up to 12 4x6 4x6 4x6 6x'6 6x6 4 8x8 4 10 x1 5 3.5 4X6 2 in 5.5 Upto6 4x4 4x4 4x6 6x6 6x6 4 RNe ot d q - - R q t d loss of backfill material. Close Sheeting refers trench side. X10 15 10 U p o8 4x64x6 Upto6 6x6 6x6 6_x6 4 6X:8 4 8x 10 4X6 3x6 See Note 1 - Up to See Note 1 15 Upto8 8x8 8x8 8x8 8 x,,10 5 0 x 12 5 3x6 See Note 1 15 U to 10 Up 6x6 6 x 6 6 x 6 6x 6 6`x 6 4 8 x 8. 4 5 3x6 4'X 6 See Note (1) -� Up to 12 6x6 6'x6 6x6 6x6 6x6 4 8X -10 4 4X6 Over 20 4X 10 See Nofb (1) Over 20 Upto6 6x6 6x6 6x6 6x6 6x6 4 6x8 4 3x6 15 Up to 8 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 4 8 x 8 4 3 x 6 4 X 12 Up to O ° H 20 Up to 10 6 x 6 6 x 6 6 x 6 6 x 6 6 X 8 4 8 `.x 10 4 3 x 6 Up to 12 6 x 6 6 - x 6 6 x 6 6 X'8 6 X 8 4 8'X 1 4 3 x 64 X 12 Over 20 See Note (1) 0 LLJ (n ey 9 and be in accordance with, data provided in written form. The allowed only with specific, written approval of the marlufacturer text to identify: Criteria that affect the selection, the limits 3) Designs of support systems, shield systems or other protective t d ' d d t t h d of use of the data, and sufficient explanatory data as systems using other tabulat d e d b SIZE (ACTUAL) AND SPACING OF MEMBERS ** Depth of Cross Braces Wales Uprights Trench (feet) Horizontal .Spacing (Feet) Width of Trench (Feet) Vert. Spacing (Feet) Si (i Vert. Spacing (Feet) Maximum allowable horizontal s acing Feet Up to 4 1 Up -to 6 Up to 9 Up; to 12 Up ,to 15 Close 2 3 one copy of the plan is to be kept at the job site during construction. (Feet) According to the new standard, information necessary for -the Upto6 4x,6 4x6 6x6 6x6 6x6 5 6x8 5 7.0 ' 5 2x6 8 x 8 8 x 8 5 Up to 8 6 x 6 6 x 6 6 x 6 6 x 8 6- 8 5 8 x 10 5 2 inch 3 inch 2 x 6 8 (Type A) 10 Up to Up to 10 Up to' 10 6x6 6x6 6x6 6x8 6x8 5 10 x1 5 2 in Over 2x6 15 3 in 4.0• See Note 1 4.0 •, Up to 5.5 (Type B) 20 4 7.0 8.0 r 8x.88x8- Upto6 6x6 6x6 6x6 6x8 6x8 5 8x8 5 - 2x6 embedded, the vertical distance from the 10 Up to Up to 8 10 Up to Up to 8 6 x 8 6 x 8 6 x 8, 8 'x �8 8 -- x 8 5 1 0 x 1C 5 3 x 64 2 x 6 15 See Note 1 15 Up to 10 8x8 8x8 8x8 8'x88x 3 in 5 10 x1 5 3.5 2x6 2 in 5.5 See Note 1 5.5 See Note 1 3 5 r 3.5 3 in { `- loss of backfill material. Close Sheeting refers trench side. Upto6 15 4 Up to 6 8 x 10 Upto6 6x8 6x8 6x8 8x8 8x8 5 8x 10 5 3x6 See Note 1 - 15 See Note 1 15 Upto8 8x8 8x8 8x8 8 x,,10 5 0 x 12 5 3x6 See Note 1 Up to 20 See Note 1 Up to 20 U P to 10 8 x x 10 8 x 10 8 x 1QP x 10 F " 7 5 2 x 12 5 3x6 Over 20 See Note (1) -� See Note 1 See Note (1) See Note 1 "�' place the top crossbrace no more than 2.5 feet Over 20 Over 20 See Nofb (1) 9 and be in accordance with, data provided in written form. The allowed only with specific, written approval of the marlufacturer text to identify: Criteria that affect the selection, the limits 3) Designs of support systems, shield systems or other protective t d ' d d t t h d of use of the data, and sufficient explanatory data as systems using other tabulat d e d b TABLE OF MAXIMUM ALLOWABLE SLOPES SOIL OR ROCK TYPE a a may a use prove e e a a is necessary to assist in making a correct choice of a protective e x in writing and includes: Explanatory ry information to aid the user system. At least one copy of the tabulated data identifying in making a selection, the criteria determining the selection, and the Registered Professional Engineer who approved the the limits on the use of the data. At least one copy of the information shall be maintained at the jobsite during the work information, including the identity of the RPE, is to be kept at the is being carried out. t s protective y worksite during construction of the pro stem. 4 Excavations can be designed by a Registered Professional 4) Design systems not using any of the three previously cited Engineer, put in written form and kept at the worksite, but n options must be approved by a Registered Professional Engineer, shall must include, at least, the magnitude and configuration of the be in writing and include the identity of the RPE and details such as slopes determined to be safe for the project and -the name of sizes, types and confgurations of the materials to be used. At least the RPE who approved the plan. one copy of the plan is to be kept at the job site during construction. (Feet) According to the new standard, information necessary for -the U P to 12 safe installation, placement, use and removal of any trench i support systems must be available at the work site at all times. TABLE OF MAXIMUM ALLOWABLE SLOPES SOIL OR ROCK TYPE MAXIMUM ALLOWABLE SLOPES (H:V) Depth of FOR EXCAVATIONS LESS THAN 20 FEET DEEP STABLE ROCK VERTICAL (90 deg) TYPE A 3/4 : 1 53 deg TYPE B 1 : 1 45 �34 deg TYPE C 1 1/2 : 1 (feet) deg ALUMINUM HYDRAULIC SHORING VERTICAL SHORES FOR SOIL TYPES A & B WALER SYSTEMS FOR SOIL TYPE B Depth of HYDRUALIC CYLINDERS Trench (feet) Horizontal Spacing (Feet) Depth of Maximum Maximum Width of Trench (Feet) Trench Horizontal Vertical Up to 9 Up toIp 2 12!; to ='15 Close Spacing Spacing Up to 8 Over 8 Over 12 (feet) (Feet) (Feet) 6 x 8 U P to 12 U to 15 P Over 8 (Type A) 5 2 x 6 - - 5 7.0 ' 5 Up to 8 8 x 8 8 x 8 Up tp 8 (Type B) 8Tx 10 5 10 x 12 5 10 5 8x8 2 inch 2 inch 3 inch Over 8 (Type A) 10 Up to 6.5 (Type B) 4 Diameter Diameter Note (2) Diameter 15 5 2 x 6 3.5 6.0 2 in Over 7 (Type A) 15 3 in 4.0• 2 in Note (2) 4.0 •, Up to 5.5 (Type B) 20 4 7.0 8.0 r 8x.88x8- Over 20 See Note (1) Depth of SIZE (ACTUA,� AND SPACING OF MEMBERS ** } , Cross Braces Wales Uprights Trench (feet) Horizontal Spacing (Feet) Width of Trench (Feet Vert. Spacing (Feet) Size. (In) Vert. Spacing (Feet) Maximum allowable horizontal s acing Feet Up to 4 Up to 6 Up to 9 Up toIp 2 12!; to ='15 Close Horiz. Spac. Cylinder Dia. Horiz. Spac. Cylinder . Dia.' Horiz. Spac. Up to 6 6 x 8 6 x 8 6 x 8 8 "x ;8 x 8 5 8 x 10 5 2 x 6 - - 3 x 12 7.0 ' 5 Up to 8 8 x 8 8 x 8 8 x 8 8- 8 8Tx 10 5 10 x 12 5 2 x 6 5 8x8 10 M D Up to 10 Up to 10 8 x 10 8 x 10 8 x 10 8 x!10 3 in 10 x IC 5 12 x 12 5 2 x 6 3.5 6.0 2 in 6.0 2 in Note (2) See Note 1 3 in 4.0• 2 in Note (2) 4.0 3 in U7 5 10 4 7.0 8.0 Upto6 8x.88x8- 3 in 8x88x88x10 3 in 5.5 5 0 x 12 5 2x6 - - Up to embedded, the vertical distance from the 10 Up to Up to 8 8 x 10 8 x 10 8 x 108 x 10,10 x 1 5 2 x 12 5 2 x'6 5 3 x 64 15 15 See Note 1 3 in 10.0 3 in _ 3 in 8.0 3 in 8.0 Over 5 3.5 5.5 2 in 5.5 See Note 1 5.5 3 in 3 5 r 3.5 3 in { `- loss of backfill material. Close Sheeting refers trench side. Upto6 15 4 Up to 6 8 x 10 8 x 10 8 x 10 8 x 10 10 x 1C 5 12 x 12 5 3 x 6 Up to 3 x 12 See Note 1 - 15 See Note 1 15 Up to U to P 6x8 6x8 6x8 8x 8 8x8 S 10 x1 5 4 "x6 See Note 1 Up to 20 See Note 1 14,0 9.0 3 in 9.0 3 in 9.0 3 in . 6.0 3 in 6.0 Over 20 See Note (1) -� See Note 1 See Note (1) See Note 1 place the top crossbrace no more than 2.5 feet Over 20 See Note (1) Over 20 See [ t (1) WALER SYSTEMS FOR SOIL TYPE C . WALES HYDRAULIC CYLINDERS TIMBER UPRIGHTS Depth of Trench (feet) Vertical Shoring (Feet) Section Modulus g (In ) Width of Trench (Feet) Max. Horiz. Spacing (On Center) Up to 8 ver Up to 12 Over Up to 15 Solid Sheet 2 Ft. 3 Ft- Horiz. Spac. Cylinder Dia. Horiz. Spac. Cylinder . Dia.' Horiz. Spac. Cylinder Dia. Over 5 Up tp 4 3.5 8.0 2 in 8.0 N ote in 8.0 3 in - - 3 x 12 7.0 ' 9.0 2 in 9.0 Note in 9.0 3 in 6.5 N (2) 6.5 3 in 6x6 5 8x8 10 M D 14.0 12.0 3 in 12.0 3 in 12.0 3 in 10.0 3 in 10.0 Over 5 3.5 6.0 2 in 6.0 2 in Note (2) 6.0 3 in 4.0• 2 in Note (2) 4.0 3 in U7 5 10 4 7.0 8.0 3 in 8.0 3 in 8.0 3 in 5.5 3 is 12 - Up to 3x 12 - - Up to embedded, the vertical distance from the �- O 10 Up to Up to 8 6 x 6 x 8 6 x`8 8 x 8 8 x 8 5 10 x 10 5 3 x 64 15 14.0 10.0 3 in 10.0 3 in 10.0 3 in 8.0 3 in 8.0 Over 5 3.5 5.5 2 in 5.5 2 in Note .(2) 5.5 3 in 3 5 2 in Note (2) 3.5 3 in { `- loss of backfill material. Close Sheeting refers trench side. Upto6 15 4 7.0 6.0 3 in 6.0 3 in 6.0 3 in 3xt2 -- - Up to 3 x 12 See Note 1 - Up to 15 Up to U to P 6x8 6x8 6x8 8x 8 8x8 S 10 x1 5 4 "x6 See Note 1 20 C 14,0 9.0 3 in 9.0 3 in 9.0 3 in . 6.0 3 in 6.0 Over 20 See Note (1) . WALES HYDRAULIC CYLINDERS TIMBER UPRIGHTS Wales Uprights Trench (feet) Horizontal Spacing (Feet) Depth of Trench (feet) Vertical Shoring (Feet) Section Modulus g (In ) Width of Trench (Feet} Max. Horiz. Spacing (On Center) Up to 8 Over 8 Up to 12 Over Up to 15 Solid Sheet $ 2 Ft. 3 Ft. Horiz. Spac. Cylinder Dia. Horiz. Spac. Cylinder Dia. Horiz Spac. Cylinder Dia. Over 5 Up tp 4 3.5 6.0 2 in 6.0 Note i 2 ( ) 6.0 3 in 3 x 12 4 x$ - 7.0 6.5 2 in 6.5 N (2) 6.5 3 in 6x6 5 8x8 5 M D 3x8 O 10 14.0 10.0 3 in 10.0 3 in 10.0 3 in 5 8x 10 5 Over LO 3.5 4.0 2 in 4.0• 2 in Note (2) 4.0 3 in U7 5 m o u7 i 10 4 7.0 5.5 3 i 5.5 3 i 5.5 3 i 3x 12 - - Up to embedded, the vertical distance from the �- O 10 Up to Up to 8 6 x 6 x 8 6 x`8 8 x 8 8 x 8 5 10 x 10 5 3 x 64 x 10 15 Up to 10 14,0 8.0 3 in 8.0 3 in 8.0 3 in 5 3x64x 10 Over 3.5 3.5 2 in 3 5 2 in Note (2) 3.5 3 in { `- loss of backfill material. Close Sheeting refers trench side. Upto6 W O. _c 108X 15 4 7.0 5.0 3 i 5.0 3 i 5.0 3 i 3 x 12 See Note 1 - Up to 15 Up to U to P 6x8 6x8 6x8 8x 8 8x8 S 10 x1 5 4 "x6 See Note 1 <C C 20 U to 10 P 20 8x8 14.0 6.0 3 in 6.0 3 in 6.0 3 in LLJ' -� Over 20 See Note (1) . SIZE (ACTUAL) AND SPACING OF MEMBERS ** Depth of Cross Braces Wales Uprights Trench (feet) Horizontal Spacing (Feet) Width of Trench (Feet) Up to Up to Up to Up to Up to 4 6 9 12 15 Vert. Spacing (Feet) Size (In) Vert. Spacing (Feet) Maximum allowable horizontal spacing Feet , Up to 4 Up to 6' Up to 9 Up to 12 Up to 15 Close . 2 3 1 4 6 s GA Up to 6 4 x 6 4 x 6 4 x 6 6'x 6 6 x 6 5 6 x 8 5 5 Up to Up to 8 4 x$ 6 X 6 4 x 12 5 Upto8 4x6 4x6 6x6 6x6 6x6 5 8x8 5 M D 3x8 O 4x8 Up to 10 Up to 10. 4x6 4x6 6x6 6x6 6x8 5 8x 10 5 a- LO 4x8 See Note 1 p Q U7 5 m o u7 i 6 X 8 8_X 8 Upto6 6x'6 6'x6 6x6 6x8 6x8 5 8x8 5 3x 64x10' Q embedded, the vertical distance from the �- O 10 Up to Up to 8 6 x 6 x 8 6 x`8 8 x 8 8 x 8 5 10 x 10 5 3 x 64 x 10 15 Up to 10 6x8 6x8 8x8 8x'8 8'x8 5 0`x1 5 3x64x 10 i M, See Note 1 X O O O' 1 Q { `- loss of backfill material. Close Sheeting refers trench side. Upto6 W O. _c 108X Up U to 6, 6 x "8 6 x'8 6 x` 8 8 x 8 5 8 -x 10 5 4 x 6 See Note 1 SHEET 15 Up to U to P 6x8 6x8 6x8 8x 8 8x8 S 10 x1 5 4 "x6 See Note 1 <C C 20 U to 10 P 8x8 8x8 8x8 8x8 8x8 5 2x 1 5 4 x 6 LLJ' -� 5 - verticci spacing of crossbraces is five feet, See Note 1 place the top crossbrace no more than 2.5 feet Over 20 See Note (1) below the top of the trench. ; Over 20 _7 See Note (1) Soil Ty C Pa= 80xH+72 psf (2 ft Surcharge) C1 p Depth of O t� Wales +µ. N a Trench (feet) Horizontal Spacing (Feet) Width of Trench (Feet) Up to Up to Up to Up to Up to 4 6 9 12 15 4. I Vert._ Spacing (Feet) Maximum m allowable horizonta spacing Feet a w I Z Upto6 6X6 6X6 6X6 s GA � 8X8 5 Z ::W 5 Up to Up to 8 6 X 6 6 X 6 6 X 6 8 X 8 8 X 8 5 0 X 10 TRENCH SHORING TABLES: i W . O M D Up to 10 O 07 N 8X8 5 0 X 12 5 -3X6" ) J = O_ a- LO LL p Q U7 5 m o u7 i 6 X 8 8_X 8 8 X 8 5 0) 5 4 X 6 O Q . Q embedded, the vertical distance from the �- O 8X8 8X8 5 Z 5 4X6 m W i l j When rzudsills are used, the vertical distance U position provide ` a tight. wall to . resist the 1 See Note 1 i M, 0 X O O O' 1 Q { `- loss of backfill material. Close Sheeting refers trench side. Upto6 W O. _c 108X 10 5 OX 1 5 4X6 LU. Z Z allowing as little space as possible between 15 Up to See Note 1 SHEET them. (7). Pacement of crossbraces. When the O 3 All spacing indicated is measured center O P 9 spacing of crossbraces 's': r vertical P 9 l fou feet- 20 See Note 1 <C C tt? W (4) Wales to be. installed with greater ' feet billow the top _ of the trench. When the 0 0_'' LLJ' -� dimension horizontal. verticci spacing of crossbraces is five feet, place the top crossbrace no more than 2.5 feet Over 20 See Note (1) below the top of the trench. ; I O ° H i W ' Soil Ty C Pa= 80xH+72 psf (2 ft Surcharge) SIZE (ACTUAL) AND SPACING OF MEMBERS ** Depth of O t� Wales Uprights Trench (feet) Horizontal Spacing (Feet) Width of Trench (Feet) Up to Up to Up to Up to Up to 4 6 9 12 15 Vert. Spacing (Feet) I Vert._ Spacing (Feet) Maximum m allowable horizonta spacing Feet Close i I Z Upto6 6X6 6X6 6X6 6X68X8 5 8X8 5 3X6 ::W 5 Up to Up to 8 6 X 6 6 X 6 6 X 6 8 X 8 8 X 8 5 0 X 10 TRENCH SHORING TABLES: i W . O M D Up to 10 6X6 6X68X88X8 W 8X8 5 0 X 12 5 -3X6" ) J , O , are as specified See Note 1 LL p Q trench exceeds two and one -half feet, m o u7 i 6 X 8 8_X 8 8 X 8 5 0 X 10 5 4 X 6 O Q . Upto8 .,8X8 embedded, the vertical distance from the 8X88X8 8X8 8X8 5 Z 5 4X6 15 i l j When rzudsills are used, the vertical distance U position provide ` a tight. wall to . resist the 1 See Note 1 i lateral pressure of water and to prevent the X O O O' 1 Q { `- loss of backfill material. Close Sheeting refers trench side. Upto6 8X8 8X88X88X _c 108X 10 5 OX 1 5 Soil Ty C Pa= 80xH+72 psf (2 ft Surcharge) Footnotes a o s to tables and general notes on hydraulic shoring are found In Appendix D Item It product f for Section Modulus of available wales. OF 8 � 9 Y 9 PP � (g) Consu p o uct manu acturer .and /or' qualified engineer I - SIZE (ACTUAL) AND SPACING OF MEMBERS ** Depth of Cross Braces Wales Uprights Trench (feet) Horizontal Spacing (Feet) Width of Trench (Feet) Up to Up to Up to Up to Up to 4 6 9 12 15 Vert. Spacing (Feet) Size (in) Vert._ Spacing (Feet) Maximum m allowable horizonta spacing Feet Close i I Z Upto6 6X6 6X6 6X6 6X68X8 5 8X8 5 3X6 ::W 5 Up to Up to 8 6 X 6 6 X 6 6 X 6 8 X 8 8 X 8 5 0 X 10 TRENCH SHORING TABLES: 3 X 6 W . 10 Up to 10 6X6 6X68X88X8 W 8X8 5 0 X 12 5 -3X6" 4 J , O , are as specified See Note 1 LL p Q trench exceeds two and one -half feet, m Up to 6 6 X 8 6 X 8 6 X 8 8_X 8 8 X 8 5 0 X 10 5 4 X 6 t � 10 Up to Upto8 .,8X8 embedded, the vertical distance from the 8X88X8 8X8 8X8 5 2X 12 5 4X6 15 See Note 1 construction that when driven ' or placed in When rzudsills are used, the vertical distance position provide ` a tight. wall to . resist the shall rrt exceed 42 inches. Mudsills are See Note 1 lateral pressure of water and to prevent the wales 'tiat are installed at the toe' of the loss of backfill material. Close Sheeting refers trench side. Upto6 8X8 8X88X88X 108X 10 5 OX 1 5 4X6 allowing as little space as possible between 15 Up to See Note 1 SHEET them. (7). Pacement of crossbraces. When the 3 All spacing indicated is measured center O P 9 spacing of crossbraces 's': r vertical P 9 l fou feet- 20 See Note 1 to center. place the top crossbrace no more than two (4) Wales to be. installed with greater ' feet billow the top _ of the trench. When the See Note 1 dimension horizontal. verticci spacing of crossbraces is five feet, place the top crossbrace no more than 2.5 feet Over 20 See Note (1) Footnotes a o s to tables and general notes on hydraulic shoring are found In Appendix D Item It product f for Section Modulus of available wales. OF 8 � 9 Y 9 PP � (g) Consu p o uct manu acturer .and /or' qualified engineer I - 1�- ., 0 M r� I M r i I Z � _ ::W y w GENERAL NOTES FOR TIMBER ® I TRENCH SHORING TABLES: a W . Z W O z O c distance from the center of (5) If the vertical . 4 J , O , are as specified the lowest crossbrace to the bottom of the LL p Q trench exceeds two and one -half feet, m 2) When condtions are saturated or W Footnotes a o s to tables and general notes on hydraulic shoring are found In Appendix D Item It product f for Section Modulus of available wales. OF 8 � 9 Y 9 PP � (g) Consu p o uct manu acturer .and /or' qualified engineer I - W GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: . W (1) Member sizes at spaces other than indicated to be determined in O c distance from the center of (5) If the vertical . 4 J , are as specified the lowest crossbrace to the bottom of the p � J1926652(c), Design of . Protective Systems." trench exceeds two and one -half feet, 2) When condtions are saturated or uprights shall be firmly embedded or a submerged, use Tight Sheeting. Tight Sheeting 9 9 9 9 9 mudsill shall be used. Where uprights, are t � refers to the use of specially -edged timber embedded, the vertical distance from the V planks (e.g., tongue and groove) at least three center of the lowest crossbrace to - the bottom inches thick, steel sheet piling, or similiar of the trench shall not exceed 36 , inches. construction that when driven ' or placed in When rzudsills are used, the vertical distance position provide ` a tight. wall to . resist the shall rrt exceed 42 inches. Mudsills are lateral pressure of water and to prevent the wales 'tiat are installed at the toe' of the loss of backfill material. Close Sheeting refers trench side. to the placement of planks side-by-side (6) Tiench jacks may be used in lieu of or in allowing as little space as possible between combirRtion with. timber crossbraces. SHEET them. (7). Pacement of crossbraces. When the 3 All spacing indicated is measured center O P 9 spacing of crossbraces 's': r vertical P 9 l fou feet- to center. place the top crossbrace no more than two (4) Wales to be. installed with greater ' feet billow the top _ of the trench. When the dimension horizontal. verticci spacing of crossbraces is five feet, place the top crossbrace no more than 2.5 feet below the top of the trench. ; I Footnotes a o s to tables and general notes on hydraulic shoring are found In Appendix D Item It product f for Section Modulus of available wales. OF 8 � 9 Y 9 PP � (g) Consu p o uct manu acturer .and /or' qualified engineer I - Q Scale = 1: 219 (Feet) 55° 48' 26" W, ch 220.9 1, r 480 69° 06' 40" W 119.18 24° 52'33" W, ch 34.88, r 25 R 16° 02' 10" E, ch 235.91, r 2035 IT 42'48" E 48.24 26° 11'48" E, ch 450, r 965 R 7 N 39° 40'48" E 28.69 8 S 50° 13'57" E 192.83 9 S 35° 11'46" E 208.49 10 S 28° 44'29" W 275.56 11 S18 °17'52 "W381.91