The URL can be used to link to this page

Home My WebLink AboutDrawingsLEGEND O Electrical Manhole + TBM -b- Fire Hydrant Telephone Manhole © Gas Manhole 13 Telephone Pedestal ® Gas Meter o Traverse Point Guy Anchor ® Water Meter o Iron Pipe Found - Water Valve o Iron Rod Found 0 Blackjack Tree 0 0 D o o Iron Rod Set g Cedar Tree D X Light Pole nW 0 Power Pole a Elm Tree Sewer Clean -Out G Mesquite O Sewer Manhole Pine Tree Sprinkler Head 0 Post Oak O Storm Drain Manhole Water Oak Tree Street Sign D Q Q Q +95.0 — Station Lb 309.12 - To of Curb 0 P Elevation SD1.01 Proposed Drainage Structure No. WA1.01> Indicates Proposed Water Structure Identifier S1.01 Indicates Proposed Water D Service Line Number SE1.01 Indicates Proposed Sewer Structure Identifier SS1.01 Indicates Proposed Sewer Service Line Number Ambulatory Ramp Prop. Handicapped Parking Sign 0 A® Straw Bale Barrier o ED3 Q 0 0 &0110b Inlet Protection Prop. Drainage Structure — - w/Culvert Inlet Protection ---------__ Prop. Inlet / Storm Drain Drainage Flow > > Drainage Ditch ryl O d d Indicated Drainage Flow Straw Bale-/ w/Straw Bale Barrier — -- — — -® Prop. Hose Bib ` P Pipeline G— — Gas Line — — —T— Telephone Cable — — — FO— Fiber Optics Cable OE of Overhead Electrical Line ,. 4 —UE— Underground Electric Line Pebble Creek Pkw �. O s ... — _uu— Underground Utilities _ --- �, a,€ ° o om �O a _ ss — — Ex. Sewer Line- w/ size s yQ p N o d Site 8S 8s Prop. Sewer Line w/ size • sw — Ex. Water Line w/ size Quality Stone 6: Pebble O Forest Creek Circle —8W 8W Prop. Waterline & fire Hydrant EiBmB„rory ENTS These documents hove- been avebeen released on March 21, 2014 for the purpose of review and comment under the authority 'of: Jeffery L. Robertson] P.E., P.E. No. 94745 They are not to be I used for construction purposes. ISSUED FOR REVIEW AND COMMENT. i, N Z 0 m m m g w Z o w _ co Z O W ry o I' U Cl) Z M r 0�° Z 0A M 4, m r. rn W Z> T cOo>v 0,i? N O0 M Ocn�' o� r` CO) m Z Q X C/ N 05ry d aYi C WWZ ;vo�X D Z W ° > UZ'rn o ��jc Ww —SF—SF—SF— Prop. Silt Fence T Lo ay or. SCALE: N.T.S r - 224 _ Ex.Ground Contour Line State Highway 6 224 - Prop. Finish Grade Contour x x Wire Fence Chain Link Fence EI @____0 VICINITY MAP 0 0 . Pipe Fence w/ Cable �. ------ Subdivision Boundary 1h 1�Prop.R.O.W.Ra o O Line o ❑ ^^,, — - — Easement Lines Description0 o Sheet Lst Table Sheet Sheet Number P�r�,n-Abburn-\ WABBREVIATIONS ♦^ Cover Sheet(CO) Cn o Cover sheet C0.0 Overal and Erosion control L BC BUILDING CORNER t PLUS OR MINUS O Q o a o dOveral Plan C1.1 BM BENC l5 �( (� a HMARK PC � l.� � Ll IJ TToo� Gradin and Erosion Control n♦ G 9 C1.2 W POINT OF CURVATURE � `` CFS CUBIC FEET PER SECOND PRC POINT OF REVERSE CURVATURE Street - Grading(C2) Pebble Creek Pkwy Plan and Profile C2.1 / q CENTERLINE PCC POINT OF COMPOUND CURVATURE // O 0 O O O Pebble Creek Pkwy Plan and Profile C2.2 Q CMP CORRUGATED METAL PIPE. R PROPERTY LINE U ogg� g NC. CONCRETE PROP. PROPOSED Intersection Gradin C2.3 D DELTA PT POINT OF TANGENCY Domestic Water Line(C3) b DIAMETER P.D.E. PUBLIC DRAINAGE EASEMENT Waterline WA -6 Plan and Profile C3.1 DIA DIAMETER P.U.E. PUBLIC UTILITY EASEMENT Waterline.A"yA-6 Plan and Profile C3.2 Detail(C4) ^ DIP DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE a) D o o n1D � Construction Detail C4.1 1 1 ELEV. ELEVATION R RADIUS F �( O a 0 E.O.P. EDGE OF PAVEMENT R.O.W. RIGHT OF WAY Ll ❑ EX. EXISTING SD STORM DRAIN F.F FINISHED FLOOR SF SQUARE FEET O D F.H. FIRE HYDRANT SS SEWER SERVICE C� D a�� Q1r? FL FLOW LINE S.Y. SQUARE YARD O FT. FOOT (FEET) STA. STATION GALV. GALVANIZED STD. STANDARD o 0 0E3 0 H.P. HIGH POINT SW SIDEWALK OgQ0 [P\Vrdn MHGL HYDRAULIC GRADE LINE TBM. TEMPORARY BENCHMARK L.Lf 11 Ulm@El IN. INCH TC TOP OF CURB L.F. LINEAR FEET TG TOP OF GRATE TI TOP OF INLEToO DO O O O DL.P.LOW POINT oo��U iR o Q3 MH MANHOLE TMH TOP OF MANHOLE �� Deo MIN. MINIMUM TP TOP OF PAVEMENT MISC. MISCELLANEOUS TS TOP OF SIDEWALK NG NATURAL GROUND TEL. TELEPHONE O 4 O d N.T.S. NOT TO SCALE VPC VERTICAL POINT OF CURVATURE OC ON CENTER VPI VERTICAL POINT OF INTERSECTION OCEW ON CENTER EACH WAY VPT VERTICAL POINT OF TANGENCY O O 02) O.D. OUTSIDE DIAMETER WS WATER SERVICEOc,0000 � om C�OoC n Pebble lCreek Subdivisionose LLJ a ry Pebble Creek S 3 4 f ti �, ZTMt ubdivision \� r Phase 7D 1 . l ' i; \ Future Construction) \, ( 1 \ � 100 Gulf State Utilities Co. J p 10' PUE Electrical Trans Esm't m 1, t f �\ V55 01 wss 02 _ - w \ :,r� -.... _... � - ,� Via° � S6.03 P bbl — 1 c r pt y a W. , -s µ - _ _ . _ . 10 WS .04 \ e-Gr�k P1(w € ., _ 1 Z s 24. , y a ./ . �r- n j�1 .. _. _. _..! / o '� i 7�i .G tRYI w it _ .�_ ii "" .--.she_......"'...... __.._.._._._,([% 2�s - -.- t /- , aif �^-.-J,rm-.. ..... ,;51 �..� .. - _ _�.�_•.,: a-,...,., .�_. ry ..min-- _ ...�....�..\ iS. , i._ -� \ �i__•..M_____�,. _-._..._{iE_...__._._.._(1� -.-.__ .-' ...� T�Y1°�-"'.'_ ��4r - _ ��:'if ..sc,.,. ::.-: �.`"...,,.J^rm-�...... € {3:: �--� __ � r` _._fir-__-____pE____� I � 60 - --'— s� _:_._. - ---- _ Cla'on Gas. Co. Esm t \ � � �_ . {��- __.�_...:_....-..�� .Pebb/e Creek Pk r;E €=- r 1 _ f r __ r "CO 1 _ I ,,..�... �-.�� ._. v _ _..._. ._. _._. _._. . ,-.•._..z, .__._ ......_ ....� _.. _ . _ _...._ ._ _. _. t.D .SCdeWa : .. _....... �. s., W •__.�..._._ --_ —� F ...._.,—:-'5--....,__.ter',..,_-„_ _ € .€ _...._.. _.._ - — — — — — — — — — — _ ._ _ - - .- --._- _ - Iz - _ — - e _ --<� — - 20 Cit of Calle e -' �. ` ---= z co o� P _ r �-- . _._..-.. _.._ -R= — — — — — s — _ - _ _ _ _ _ '- —r - 60 Wide Ex Pi eline Co. = l - Y Station;' _ ,: 0� z =-. > ._..— � -- . _�,- _.�, _.' ` . � � Xan p `�="" g ��_� .,.,,„�, -_._. `.--,_.-..w- r^--^c„�r- �.._."�'= `_'-�««,.<„--;z_.`!'_,,.,-_., _ 1.7 48 . _ _._ =_ _ _ —.. .. -- — -- - Ease z t - _. , €(` "'`- - 1r - - -__ -- PEfi� — — — _- - F _ r —. — . _ — _ _ — — - ment(713 / —_ _ - h_ 13 Z 68 -z __ — — -- ;... / f 1 7— —� _-- _ (m r - C� :� l C : =_ ik5 / y / mm Of r J ..I -- I - - CO # v € € \ 30 29 — — — — \ _ ( l — Pebble Cree Subdivis orr- — -\ - - -� NI i, m {; < _ T j _ LO v! \ 28 27 26 25 24 23 22 21 \\ t — Ex. f J I Phase 90 € '- L \ O 00 o 31 \ , _ Pebble Creek �ubdivi. ion 20 \ � ;\ _ _ 1 Detention i'; ; I i { / / C� €` o € -61 € / \ Phase 9C \ \ - Pond !� / Z LL T— - -- 1 L — -- --�- __ -- -- 15 06 16 1 F o I o �I - - -- -- -- -- -- - 7 18 19 ` 52 m t` r _ • , UJ CD a� 0) •- c 01Z 'CM p C CA/ `e 'n' LU w CA O JJ � V�� O co O VERA LL PLAN SCALE: Hor: 1" = 100' 4 (//'*' - { �) 0 50' 100' 200'h U v, Lim --rucior io verity the exact location of all cAUt',vwnuN. tM13ANKM NT AND COMPACTF FILI: existing underground utilities. Furthermore, the Contractor shall contact all utility 1. Prior to any excavation or embankment activity, the top six inches (6") of topsoil,^ .� , company representatives a minimum of 48 hours in advance of any excavation. shall be removed and stockpiled for reuse on the completed surface as directed by the -rd , I� `� Engineer. Contact Dig Tess ® 1-800-344-8377 2. All embankment within the proposed and future rights of way shall conform to City 2. All construction shall be in accordance with the current City of College Station of College Station Specification No. 103. Each six inch {6") layer shall be Standard Details, Specifications, and B/CS Design Guidelines for Water, Sewer, compacted to 95% maximum dry density per ASTM D698 (Standard Procter.) and Street Construction. All inspection shall be coordinated with the staff of t erainage 3. Any fill greater than 18" deep placed In the buildable area of a lot, when City Engineer of College Station. CU permitted by the owner, shall be compacted to 85% of maximum dry density per 3. In lieu of using the construction materials indicated in these plans, the Contractor ASTM D698 with a moisture content between 0 and 4% above the optimum moisture content. The buildable area of the lot is the interior area limited by the shall obtain written approval from the City Engineer for any substitution. building setback lines. 4. Trench Safety shall be conducted in accordance with O.S.H.A: Standard 29 CFR �• Part 1926 Subpart P. 4. In all other areas, each layer of embankment shall be composed of material so cu 5. TRENCHING AND BACKFILLING: The backfilling of all trenches within structural areas graded that the . density and uniformity of the surface layer may be secured by the Ordinary Compaction Method. Ordinary Compaction consists of rolling and sprinkling shall be accomplished with cement stabilized sand placed to within 6" of street subgrade. each embankment layer to the extent directed by the engineer. Each layer shall not L. The backfilling of all trenches outside of structural areas shall be placed so as to V; achieve 85 percent Modified Proctor Density. All backfilling shall be between optimum approved eight y the hen enes gineer. Cloonseadepth and shall be compacted with rolling equipment n' and 4 percent (4%) above optimum moisture content. Testingshall be g p ction shall continue until there is no evidence of W provided by a further compaction. Prior to and in conjunction with the rolling operation, each layer certified laboratory at the Owner's expense to verify these standards. Any retesting due shall be brought to the moisture content directed by the engineer and shall be kept � WI to substandard work shall be at the expense of the Contractor. Structural areas shall leveled with suitable equipment to insure uniform compaction of the entire layer. THESE PLANS DO NOT INCLUDE NECESSARY include all sidewalks and paved areas. For streets, alleys and the subgrade, for any reason or .cause, lose the required stabilityof finish Y Should � COMPONENTS FOR CONSTRUCTION SAFETY. O y parking areas, the limits it shall be • of the structural areas shall extend 5' beyond" the curb lines or other paved areas. re -compacted and refinished at the contractor's expense. �. 6. It is the responsibility of the contractor to comply with all State and Federal 5. The bid price for "ROADWAY EXCAVATION" shall constitute full payment for excavation, NOTE: LOCATION OF EXISTING BURIED UTILITIES Regulations regarding construction activities near energized overhead power lines. embankment, compacted fill and disposal of surplus material; in WHEREn SHOWN, IS APPROXIMATE ONLY. THERE MAY Ji�i Additionally, the contractor Shall coordinate all proposed work and procedures with r installation and removal Of EXIST UTILITIES WHICH ARE NOT SHOWN. THE all necessary sheeting and bracing; Water and dewatering as necessary. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING n' the City of College Station Electrical Division. AND PROTECTING ALL BURIEDRESPONSIBLE UTILITIES. 7 All materials and labor not identified as a Separate Bid Item shall be W considered subsidiary to the item in which it is used. 8. The Contractor will be supplied with one set of construction stakes delineating the project as to line and grade, appropriate bench mark information and cut sheets. Indicates minimum habitable finish floor elevations 0. Detailed transfers of elevations, line and grades to structures and other features of the ons work shall be done by the Contractor. (N.G.V.D.) commensurate with the requirements of 9. Trenches may be left open overnight if the City of College Station Stormwater Management pedestrian and vehicular access. g properly covered or barricaded to prevent Ordinance. 10. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Indicates base flood elevations determined by Areas, Map Number 48041 C0350E, Mop Revised May 16, 2012, a portion of this pro overlaying FEMA flood panel on existing topo and A located in the Special Flood Hazard Area Zone AE. p ert y matching top widths of flood cross section. 11. Traffic signs will be installed as needed by the City. Contractor to install street name signs and poles. i SHEET NO. Pebble Creek PkwylRoXal Ado 4 SCALE: Hor: 1" = 10' 0 5' 10' 20' lade Dr. (South SHEET N0. THESE PLANS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. El NOTE: LOCATION OF EXISTING BURIED UTILITIES, ❑ WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL BURIED UTILITIES. i aI I i E;- THESE ;- THESE PLANS DO NOT INCLUDE NECESSARY Wa t wr % y� a KA COMPONENTS FOR CONSTRUCTION SAFETY. V i n 6 NOTE: LOCATION OF EXISTING BURIED UTILITIES, SCALE: Hor: = 40'WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY Vert, = 4 EXIST UTILITIES WHICH ARE NOT SHOWN, THE 40 20' 40' 80' CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL BURIED UTILITIES. A z W W z w O Ico N (D IML V w W W w LIJ D U C7 2 W O . O M Pr O O `-M O 00 O Z A 980 LF Of Str. Backfill O N U) O M II 00 04 00 ti a) 268 LLL X o tN O Z N C N I~ N 2 0 X v0 C6 IY O u) , aj N O 007N c 00 d c C C) O M w -�-Zr/1 �-UT-= 268 I ;VA TEJ LINE WA- 6 ! 12" - *?WA C900 PVC Pipe 264 See Embedment Details. 264 260 260 256 -`-----_ _ ; i 256 0.32% ----- _�_ Ex. Ground - 252 i 1 \ I I -252 248 3 ! 248 - _ N 244 244 240 ____._...._—_.._...._.___.______--- _..__.__.._.___._.._ ._..... _.._._ ___. __.______________- 240 _..___... _ .._.. 236 ___..__._...__ �___ -__--_ -.--___-._ .___. ._.............._.._._............_...___....................__._..-_ ........_...___.._...._-._.._. ___._.._....._........._....._._.. . . .. __..._23_6 __...._._.__._...._.._.. _ _ _ -- DO O N 1 j 1f7 N N X> W O N O C O C N v N O N N t3 N 11 I 232, > N v a N ...........____..___.____._.__ o .____-.�__ II -_____.._� m . to II __..__ m .�,...._..._.__..____ _______.____._.._..-______.....__.____._...:____. _-__-___-___..........._....._ __._.__._.._..__._.._._.__.____.__..___.._-----....._.__._-.___:_.----._.._._._.:_________---.._..._...___ ___.____....____ _--_______. _________—___.._......_....__.W.__..._...�___...W___ -.....__ _ .___....__-___•__n__....._.. .. __....._...__ ..____.._....._._ ______ _. ................ ...__...... .... ........ _..._._...__._.._ ...__._____-............__.___..__._.... 232 O 5 CINI N ++ ° C14I '- C 0 .- + N N 0 O +' Oi to N€ ,- O �� N M N = M + N r 14 .- rn 001 d 't N Nl € C4_j 00 I� d' d N N, rl d er[ N N` N to N d to It (D to N �, t!3 0) tci N O O !} N? _.___.___..-_..__'.._....._...._._._.- N Mi d O N NI to t0 N tp N N 228 cin Ci 5 o II Is�� t7 c c L - � 4 L II L II L II t� t� t� I� t� L 228 j 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+D0 11+00 A z W W z w O Ico N (D IML V w W W w LIJ D U C7 2 W O . O M Pr O O `-M O 00 O Z A O N U) O M 00 04 00 ti a) LLL X o tN O Z N C N I~ N 2 0 X v0 C6 IY O u) , aj N O 007N c 00 d c C C) O M w -�-Zr/1 �-UT-= SHEET N0. 0 0 i SHEET N0. 0 0 4 3 "A ,I N k �t ® 12+00 /%9+00 12W 12W 12W 12W 12W C /// // Sta. 9+26.96 WS6.02 WS6.03 WS6.04 17 LF of 1.5" WS Sta. 8+19.09 Sta. L6+19.09 o191 5" WS Sta. 4+14.09 17 LF of 1.5" WS 17 LF of 1.5" WS 14+00 WA -6 15+00 16 00 17+00 18 00 19+00 20+0 ' 21+00 12W 12W 112W 12W 12W 12W 112W 12W 12W 12W 12W 12W 12W 12W 12W 12W 2W 12W 12W-- q 2W 12W 12W 12W 12W 12W 12W 12W 12W 100' Gulf state Utilities Co. Sta. 2+68.70 Electrical Trans Esm't 12" x 12" MJ Tee See Inset "A" N: 10190248.70 E: 3587805.54 �0 These documents Wove been released on March 21, 2014 for the purpose of, review and comment under the authority of: Jeffery L. Robertso, P.E., P.E. No. 94745 They are not to be used for construction puirposes. ISSUED FOR REVIEV AND COMMENT. � l N Q I m m m D QzQ W W Q C9 UW W S 0 V O U O M VA TERLIINE Z co 1 — I 00 `- O III i` #j Z Z � l I ^J I O O ti O i { N N [ II ry .. O Or t0 o U)(�t 0) Lr)THESE ~ PLANS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. q i N X h M --- I -- ---- __------_ 06 E o � N ti WWz m D W c ��,� x U "-' I � �O NOTE: LOCATION OF EXISTING BURIED UTILITIES, = 0 } WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE Z —I +- '> These documents Wove been released on March 21, 2014 for the purpose of, review and comment under the authority of: Jeffery L. Robertso, P.E., P.E. No. 94745 They are not to be used for construction puirposes. ISSUED FOR REVIEV AND COMMENT. � l N Q I m m m D QzQ W W Q C9 UW W S 0 V O U O M VA TERLIINE Z co 1 — I 00 `- O M Co � sIt Z Z � l I ^J I E i ) These documents Wove been released on March 21, 2014 for the purpose of, review and comment under the authority of: Jeffery L. Robertso, P.E., P.E. No. 94745 They are not to be used for construction puirposes. ISSUED FOR REVIEV AND COMMENT. � l N Q I m m m D QzQ W W Q C9 UW W S 0 V 260 O U O M VA TERLIINE Z co 1 — I 00 `- O M Co Z Z � l 256 L11 O ti O W > Z> N > M r -O) O 0) N 256 ry .. O Or t0 o U)(�t 0) Lr)THESE ~ PLANS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. m Z LL i N X h M --- I -- ---- __------_ 06 E o � N ti WWz m D W c ��,� x U "-' I � �O NOTE: LOCATION OF EXISTING BURIED UTILITIES, = 0 252 WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE Z —I +- '> CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING U C� AND PROTECTING ALL BURIED UTILITIES. U Z 0) O O rLIJw FVYM�sv �U��—S 260 I 248 260 VA TERLIINE WA 6 1 — I 12" — AMA C900 FVC Pipe ` s 256 I See Embedment G�etci/s. 256 1 Ex. Ground --- --------------"--------------------------- --- I -- ---- __------_ 252 ---- -------- -_ 252 N``�--------� :- --------- I j SD-1 i 248 I 248 c T U• I 244 ._. . , .....,.._.......... ........ _.. ,._ ...CO .,.....,........ .....p,.. .-` O I�° o � � 244 col 6 CO I tD: LO rE N N N € 24-0 + o - m I 240 236 O � I i i I 236 232 1 I _.._�W___...____________.__._�.___.__...--.__ _...____.___a___ --____.__._......_.__.__..__.________._ .__...__-__-..._ __.__...... ..... .___._____...._.____............... __.._. _:____._..._.:.__. __._.__..____.__...__..____._._..:..___ �_ ___..__..---- __. I I I 232 228 _ I 228 # 00 f i N N I I t0 224 ,�I, L>'J z f k n 224 � � O 00 ��p N 00 + D U d 0)k N t`; Mi d a) d r7 00 d d [ U O 00 cD d O .- N O N I7 00 tL, M d et E 1n tD; 00 M CV sf cr O N N y tM d d N N d d LA + It d i d 1,1 N Ni N � O d d� N c0 t0€ d d N N (O t� k d � N N (O uj#. � 1*0 N NI uj (D d d -i � N Nk N x C II II II 11 o 220 L� L� (n p N L J II III II o L� (n p N II 11 it II II 11 LiJ L� II 11 L� II Ili v Ll L- N, R No 220 — 13+00 14+00 15+00 16+00 17+00 18+00 19*00 20+00 21+00 SHEET N0. ❑ I 1 i s � 1 SHEET N0. ❑ I NOTE: NOTE: 12 _ TYPE "G" EXPANSION JOINTS IN CURB & GUTTER TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF SHALL BE SPACED AT A MAXIMUM DISTANCE OF 1" MIN. TO 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND 40' APART AND AT ALL RADIUS POINTS PT'SAND #4 BARS @ 18" O.C.E.W. 6' MAX. I, P.C: S. TYPE "B" CONTRACTION JOINTS IN CURB & P.C.'S. TYPE "B" CONTRACTION JOINT6 IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM (MID SLAB) —% GUTTER SHALL BE SPACED AT A MAXIMUM 6„ DISTANCE OF 10' APART. DISTANCE OF 10' APART. R3 SECTIONA A E T3"24" 6'T #4 BARS @ 18" C/C 24„1/4" 6' 15' 4' R.O. W. 12" 12„ 3„ 114"R A 12' A VARIES ° 5" it . •::.::.. , 3/4"R 114"R 1/4"R 12" /4"R � � oQ'- 1' � att;. i" ::;R •;:f �,C� 12" �i a Q +3;"COQ 10-1 /2" 6 Q 3/4"R 7" 61/2" �s ,;,ALLEY 1-1/2" 4 . 1" 6" 2,.� 3„ 3„ 2" � • -#4 BARS 'Q � � �/ rLh Al Q 3,. #4 BARS CONTINUOUS 1., AND 3" CLEAR TYP. 4 , • _ #4 BARS DOWELLED IN CURBS 0 = 3/4" X 1 B" SMOOTH LTAEXPANSION DOWELS DETAIL 2411 Y DOWN 1 TYPE G" EXPANSION JOINT GUTTER SECTION TYPICAL COMBINEDS�R�E� CURB & GUTTER SECTION STI -00 ST1-01 STI -02 ALLEY PAVING NOTE: NOTE: 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE ST -O6 TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION. RADIUS POINTS, P.AND P TYPE "B" CONTRACTION GENERAL NOTES. JOINTS IN CURB & GUTTER SHALLALL BE SPACED AT A MAXIMUM JOINTS IN CURB &GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART DISTANCE OF 10' APART 2. PIPE EXTENDED 1"-2" FROM BOC TO BE COVERED WITH FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER 1/2" CHAMFER AND TIED IN PLACE HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY #4 BAR BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL (TYPICAL) GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS — 24" SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 6" 15" APPROVE p D EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY 3„ 24" CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE a •- ; - 0. e > .` - 6,. VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS c e + ° ° < • 114"R 3„ COMPLETE AND THEN REMOVED BY CONTRACTOR. ® ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF 4EZq 6' SILT AFTER EVERY RAIN. 24" 12" 3., 1"DIA, ° EALLTRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MIN 112% • 3 6" MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT SLOPE STANDARDS - --- - 1/4"R2,.® 36" 6-314" 92" -' REFER TO SPEC 31 17 23.23 PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIR MENTS. 3,.28 -DAY CONCRETE 1 3" 3"0 3" 2Qf•6-3/4" STRENGTH=3500 si.4" 4„ 3" 1 1 1 ICAL • = #4 BARS _ #4 BARS RIBBON CURB = 3!4" X 18" SMOOTH 0= 3/4"EXP X 1 SMOOTH EXPANSION DOWELS EXPANSION DOWELS TYPICAL COMBINED TYPICAL WEEPHOLE CURB SPILL CURB [STI -03 f STI -047-05 SEAL WITH JOINT MATERIAL (TVP) 3„ IF CURB #4 BARS @ 18" C.C. 6"MIN. j w -THE REB RS AT EVERY A D N INTERSECTION SHALL BE _� 3/4" DOWEL BARS TIED 100 PER CENT E DEFORMED TIE BARS m @ 18 C.C.(TYP) METAL KEY WAY PLATE #4 X 18",18" O.C. TYPE "G"JOINT TWE I'D" _ SEE DETAIL 1l1 m LONGITUDINALm .TOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE r CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED D z w w • TYPE "D"JOINT . �#4 TIE BARS 18" LONG SEE DETAIL TYPE "G"JOINT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 0 X 18",18" O.C. 20' MAXIMUM TYPE "B" JOINT OATE 1/4" R GREASE) WITH HEAVY 314" (TYP) CURB' 6" MIN. ° •"� TYPICAL.JOINT & REINFORCEMENT LAYOUT "RECYCLED MATERIAL, 3l4" THICK AS MANUFACTURED IC N LONG METAL OR PLASTIC CAP, FOR CONCRETE PAVEMENT BY J.D. RUSSELL CO. OR 1INSIDE DIAMETER TO BE TIC GREATER APPROVED EQUAL THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM THE END OF BAR. NOTE: - TYPE IIGII EXPANSION JOINTS AS SHOWN AND AT EACH RADIUS POINT. CURB EXPANSION Q� JOINTS SHALL BE AT 60' CENTERS. CURB EXPANSION & CONSTRUCTION JOINTVARIES CONTROL JOINTS SHALL BE AT 10' CENTERS. TYPE „B„ JOINT (TYP) 05 LONGITUDINAL JT. @ 90° TO CHORD OF RADIUS (TYP) 5-1 /2'. SAWED OR FORMED, SEAL 314' ° . °- ° -v- -- 7 8„ (TYP.)TYPE "D" JOINT WITH JOINT MATERIAL. . (TYP.) rn SEALING NOT REQ'D IN , ,•' 1=5/8" w CURBS ef 318" R 118" TO 3116" 8/4'' ° 1-1/2" TYPE "G" JOINT AT ALL > 300' ON TANGENTS RADIUS POINTS AND 3/4 3,. MAX. DISTANCE TS ° 6"MIN. METAL KEYWAY PLATE BACK OF CURB TYPE "B" JOINT TYPE "G" JOINT AT FUTURE #4 BARS, 18" O.C.E.W. EXTENSION OR AT PROPOSED WORK (TYP) TYPE IIB►' CONTRACTION JOINT TYPICAL.TOINT LAYOUT AT CONCRETE INTERSECTION ST3-00 TYPE "G" EXPANSION EXISTING CURB & GUTTER JOINT. ELEV. + Lu TO BE REMOVED I E KEEP 6" RISE TO TYPE "G" EXPANSION m NOTES. ul TIC ELEV. = 3" I PROPERTY LINE I JOINT. ELEV. + CURB RETURN RADIUS + 2' u 1ATCH IEOF OI- CURB RETURN RADIUS + 2' KEEP 6" RISE TO XITCH IL GUTTERI TIC ELEV. = 3" F¢ 1. IF THERE IS AIVALLEY w0 > GUTTER, THEN TRANSITION OI• - MATCH ILOF PROPERTY LINE �+ I r2'� I z� CURB RETURN RADIUS 1'-6" CROWN AT VALLEY GUTTER F-¢ CURB RETURN RADIUS EXISTING GUTTER EXIcSTING PVMT. I 4" r, TO FULL CROWN IN 50'. ?� ACCESSIBLE ROUTE (4'MIN) ° Om 2'` - --- - (OPTIONAL) ( ) 2. TYPE "G" EXPANSION JOINTS aU ACCESSIBLE ROUI(B' MIN.) EXISTING - L=--- -- IN CURB & GUTTER SHALL BE (OPTIONAL PVMT------_4"—RIOT OTE OF 40' A ART AND AT ALLSPACED AT A MAX. NCE OT 3" RISE NOTE 3 NOTE 3 -. 3 MOTE -- EXISTING BASE MIN DRIVEWAY APRON SHALL BE 4" 6" RADIUS POINTS PT'S & P.C.-S. (28 -DAY CONCRETE STRENGTH TYPE "B" CONTRACTION z = 3000� psi) W/ #4 BARS 18" JOINTS IN CURB & GUTTER 6" o 3" RISE ° 1-1 /4" SHALL BE SPACED AT A MAX. EXISTING MIN DRIVEWAY APRON SHALL BE 4" DEFORMED TIE BAR O.C.E.W: ASPHALT APRONS W/O DISTANCE OF h0' APART. (28 -DAY CONCRETE STRENGTH #4 X 18" O.C. FOR TIE CURB AND GUTTER SHALL BE TYPE "D" LONGITUDINAL Ln BASE = 3000 psi) W/ #4 BARS @(c� 18" TO CONCRETE TO ALLOWEDON OPEN DITCHED 3. 2% MAX SLOPE. TYPE "D" 1-114'!- JOINT— O.C.E.W. ASPHALT APRONS W/O CONCRETE PAVEMENT STREET SECTIONS ONLY. 1 LONGITUDINAL JOINT 4. 5' MIN TRANSITION TO LAY DEFORMED TIE BAR CURB AND GUTTER SHALL BE ONLY DOWN CURB BEGIN AT P.T. w #a x 18" O.C. FOR TIE ALLOWEDON OPEN DITCHEQ S"F.GTI0IVA A .SEG'TIONA A TO CONCRETE TO STREET SECTIONS ONLY. SECTIONA A CONCRETE PAVEMENT SLOPING AWAY FROM INTERSECTION SLOPING TOWARD INTERSECTION ;. ONLY i ,,SECTIONA-A SIDE STREET WIDTH I WITHI,4 YDOWN CURB A TYPE "G" EXPANSION JOINT Nps Q�M� PROPERTY LINE 6" THICK CONCRETE *MAINTAIN 2% MAX (28 DAY STRENGTH = CROSS SLOPE NOTE: RAMPS ONLY WHEN $500 PSI) WITH #4 BARS THE LONGITUDINAL SLOPE IS - -------- AT 18" O.C.E.W. WITH A POINT OF GREATER THAN 1:20 RAMPS DOWEL INTO EXISTING SIDEWALK 6" LSSB TO 2' BEYOND CURVATURE SHALL COMPLY WITH TAS (VARIES) WITH #4 BARS @ 18" O.C. BACK OF CURB REQUIREMENTS BACK OF CURB tR(M ETURN CURB TO HAVE ROLL FACE DIMINISHING +' M -HT RADIUS POINT EXPANSION JT. & I 25' RAD. (MIN.) SIDEWALK * SMOOTH DOWEL BAR, 1/2" 0 X 16",WITH CAPTYPE "D" ++ E-�-�-H44 (�12" O.C. (COATED LONGITUDINAL) BACK OF CURB WITH HEAVY GREASE) ( i,/ JOINT ACCESSIBLE RAMP f (SEE RAMP DETAIL) - - - - - - - - - - - -I- ACCESSIBLE ROUTE NEAT SAW CUT NEAT NEAT SAW CUT ------ ----- ----------- SAW CUT 1 A I POINT OF TANGENCY * MAINTAIN 2% MAX CROSS TYPE "G" EXPANSION JOINT EXISTING CURB & GUTTER TO ... ... .. ... ... ... —T.... ... . SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED ** EXISTING SIDEWALKS, (A MIN. A EXPANSION JOINT (TYP.) OF 4' BEHIND BACK OF CURB) RESIDENTIAL DRIVEWAY S(RE��i' SEAL WITH APPROVED MAY REMAIN IN PLACE. EXPANSION JOINT MATERIAL OTHERWISE SIDEWALK MUST BE REMOVED, ST2-00 TYPICAL STREET CONCRETE APRON ST2-01 r LU m w > TYPE "D" EXPANSION JOINT. A y O Y SLOPE EXISTING CURB & ELEV. +T/C ELEV. = 3" TYPE G" EXPANSION JOINT U DRIVEWA 114 PER GUTTER TO BE KEEP 6" RISE TO VARIES 1 REMOVED FT MIN. PROPERTY LINE I _ _PROPERTY LINE DRIVEWAY WIDTH MATCH tEOF I 49 �APPROX. 12" �-VARIES EXISTING GUTTER I I I 3'� EXISTING PVMT. I * MAINTAIN 2% MAX VA IES DRAINAGE CULVERT 6„ CROSS SLOPE RETURN CURB TO HAVE (MIN. 18" DIA. RCP PIPE) A► -----_ A ROLL FACE DIMINISHING -- '- - AT RADIUS POINT - r SECTIONA-A _ _ _ —I-- PROPENE 3" RIE I TYPE "D" AMBULATORY RAMP con EXISTING BASE MIN. DRIVEWAY APRON SHALL 25' MIN. R. REMOVE CURB I LONGITUDINAL SLOPE 1:12 MAX C� BE 6" (28 -DAY CONCRETE - - - - - RAM Ire - - JOINT NOTE: � - DEFORMED TIE BAR STRENGTH = 3000 psi) _ _I _ ( 1^I #4 X 18" O.C. W/ #4 BARS @(� 18" O.C.E.W. I %- - - - - - 1. LENGTH OF DRAINAGE PIPE FOR DRAINAGE EDGE PVMT. FOR TYING NEW ASPHALT APRONS W/O CURB SIDEWALK m, I 9c a RESIDENTIAL DRIVES IS 36' MAX CULVERT CONCRETE TO EXISTING & GUTTER SHALL BE ALLOWED �"` - - L - - - - - - - - - -- & 20' MIN. ON Y RETE PAVEMENT ON OPEN DITCHED STREET I 2. ALL DRIVEWAY PIPES WITHIN SECTIONS ONLY. NEAT I NEAT ROW MUST HAVE CONCRETE A } --- ET SAW CUT ezzz1_12wZ1 _ S17 AW CUT SLOPED END SECTIONS E-� �� (6:1 SLOPE) OR APPROVED SI:CZIONA A �1J�- EQUAL. 1TYPE "G" A NEAT EXISTING CURB & GUTTER TO TYPICAL DRIVEWAY ENTD A 1 V CE EXPANSION JOINT SAW CUT BE REMOVED. REPLACE STREET 1 r 1101 l.� SURFACING AS NEEDED O V� WITH CULVERT COMMERCIA L, DRIVEWAY ST2-02 �, ST2-03 �..� 0. i� FLEX BASE #4 BARS, 18" O.C.E.W. 26 -DAY CONCRETE * MIN. 6" HMAC STRENGTH = 3500 psi BORING OF STREETS FOR (TYPE C OR D) EXISTING SEAL COAT/ HMAC DOWEL 5 BARS, 16" LG. EXISTING UTILITY PIPE IS THE CITY (8" INTO EXIST. PVMT.), ' GRAVEL STREETJOR 6" STANDARD. OPEN CUTTING SAW CUT @ 18" O.C. COMPACTED CEMENT OF STREETS SHALL BE BY EXISTING CONCRETE STABILIZED SAND APPROVAL OF THE CITY 6ENGINEER ONLY. STREET SAW CUT COMPACTED CE12VARIES STAB L ZCOMPACTED CEMENT 121 I ED S A- STABI IFLEX B E STABILIZED SAND AS REFER TO HMAC SPECIFICATION �I 12" .12" 1�-• FOR LIFT AND COMPACTION 12" REQUIREMENTS o.D. BORING OF STREETS FOR 6„ UTILITY PIPE IS THE CITY SEE BEDDING DETAIL FOR STANDARD. OPEN CUTTING APPROPRIATE PIPE TYPE O D OF STREETS SHALL BE BY ' SEE BEDDING DETAIL FOR APPROVAL OF THE CITY ' f APPROPRIATE PIPE TYPE ENGINEER ONLY. UNDISTURBED SOIL -/UNDISTURBED SOIL��. VARIESVr ARS BORING OF STREETS FOR %� SEE BEDDING DETAIL FOR UTILITY PIPE IS THE CITY STANDARD. OPEN CUTTING UNDISTURBED SOIL_ APPROPRIATE PIPE TYPE OF STREETS SHAL� OPEN CUT OPEN CSEAL COAT/ APPROENGINVAL ELCI Y VARIES lJ1 E� OPEN CUE CONCRETE STREET d GRAVEL STREET rIOVERLAY STREET w 3 ST4-00 ST4-01 ST4-02: 100' ROW O 40' 40' -16' 16' w 16' UTILITY 14' 14' i6' UTILITY o ti EASEMENT 12'-3 1�1' w_ EASEMENT (SEE NOTE 1) w (SEE NOTE 1) < mo > NOTES:11 2" HOT MIX STD. RIBBON CURB w z = ASPHALTIC 1. RURAL SECTIONS WILL NOT REQUIRE 16' CWX L< CONC. PVMT. U EASEMENTS PARALLEL TO ROW WITHIN CITY LIMITS. Q- w 1/2'YFT SLOPE 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL """""771 j; ME Z4 FOLLOW COUNTY SPECS AND STANDARDS �� nnwn� .4" HMAC BASE OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE (98% STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND +4% OF OPTIMUM TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 NOTES: NOTES: CITY .OF BRYAN 1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO BICS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO BICS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" 2. FOR SUBGRADES WITH PI > 15 AND % PASSING THE #200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. FOR ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH = 3500 PSI) The Cood Life, Texas Style.' SIEVE >_ 35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC 3. FOR SUBGRADES WITH P) < 15 AND %PASSING THE #200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WITH THE BICS UNIFIED DESIGN GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R -O -W (SEE NOTE 1) 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND WILL BE DETERMINED BY THE ENGINEER. I VARIABLE R -O -W (SEE NOTE 5) VARIABLE BIC TO BIC (SEE NOTE 1) rE I R VARIABLE BIC TO BIC (SEE NOTE 5) R R R MONOLITHIC CURB SEE 6' CONCRETE 2" HOT MIX ASPHALTIC STD. CURB & GUTTER SEE 5' CONCRETE SEE 6' CONCRETE 6" REINFORCED SEE W CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL I SIDEWALK DETAIL CONCRETE (28 DAY TYPE "D"JOINT SIDEWALK DETAIL STRENGTH = 3500 PSI) / 3% SLOPE DRAWN BY: C.L.M. 3% SLOPE - - . DATE 08-01-12 LIMIT OF MEASUREMENTS MIN. 4"HMAC BASE ( o LIMIT OF MEASUREMENT 2' #4 BARS 18" O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE 98% STANDARD 2' OR 6" CRUSHED LIMESTONE 6" COMPACTED STABILIZED SUBGRADE (98 /o STANDARD S AFOR ND ROADWAY ION VATION BASE (95% MOD. ASTM -D1557) ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY EXCAVATION (MID SLAT) ASTM D-698 AT A MOISTURE CONTENT BETWEEN SCALE N T S (LOCAL STREETS) 0 AND +4/o OF OPTIMUM. & STABILIZATION 0 AND +40/. OF OPTIMUM) APPROVED: W. P. K. TYPICAL STREET SECTION TICAL STREET SECTION .ASPHALTIC CUNCRL'TL P.9 VL'AIL+'n'T ST'4_04 RlI.VFORCTD COn'CRTTT PA VrYIL' lrV7' ST4-05 F IGUF2EI= RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT 2 4 30 WIDTH R.O.W WIDTH 70 100 40' 40' -16' 16' w 16' UTILITY 14' 14' i6' UTILITY o ti EASEMENT 12'-3 1�1' w_ EASEMENT (SEE NOTE 1) w (SEE NOTE 1) < mo > NOTES:11 2" HOT MIX STD. RIBBON CURB w z = ASPHALTIC 1. RURAL SECTIONS WILL NOT REQUIRE 16' CWX L< CONC. PVMT. U EASEMENTS PARALLEL TO ROW WITHIN CITY LIMITS. Q- w 1/2'YFT SLOPE 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL """""771 j; ME Z4 FOLLOW COUNTY SPECS AND STANDARDS �� nnwn� .4" HMAC BASE OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE (98% STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND +4% OF OPTIMUM TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 NOTES: NOTES: CITY .OF BRYAN 1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO BICS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO BICS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" 2. FOR SUBGRADES WITH PI > 15 AND % PASSING THE #200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. FOR ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH = 3500 PSI) The Cood Life, Texas Style.' SIEVE >_ 35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC 3. FOR SUBGRADES WITH P) < 15 AND %PASSING THE #200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WITH THE BICS UNIFIED DESIGN GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R -O -W (SEE NOTE 1) 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND WILL BE DETERMINED BY THE ENGINEER. I VARIABLE R -O -W (SEE NOTE 5) VARIABLE BIC TO BIC (SEE NOTE 1) rE I R VARIABLE BIC TO BIC (SEE NOTE 5) R R R MONOLITHIC CURB SEE 6' CONCRETE 2" HOT MIX ASPHALTIC STD. CURB & GUTTER SEE 5' CONCRETE SEE 6' CONCRETE 6" REINFORCED SEE W CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL I SIDEWALK DETAIL CONCRETE (28 DAY TYPE "D"JOINT SIDEWALK DETAIL STRENGTH = 3500 PSI) / 3% SLOPE DRAWN BY: C.L.M. 3% SLOPE - - . DATE 08-01-12 LIMIT OF MEASUREMENTS MIN. 4"HMAC BASE ( o LIMIT OF MEASUREMENT 2' #4 BARS 18" O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE 98% STANDARD 2' OR 6" CRUSHED LIMESTONE 6" COMPACTED STABILIZED SUBGRADE (98 /o STANDARD S AFOR ND ROADWAY ION VATION BASE (95% MOD. ASTM -D1557) ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY EXCAVATION (MID SLAT) ASTM D-698 AT A MOISTURE CONTENT BETWEEN SCALE N T S (LOCAL STREETS) 0 AND +4/o OF OPTIMUM. & STABILIZATION 0 AND +40/. OF OPTIMUM) APPROVED: W. P. K. TYPICAL STREET SECTION TICAL STREET SECTION .ASPHALTIC CUNCRL'TL P.9 VL'AIL+'n'T ST'4_04 RlI.VFORCTD COn'CRTTT PA VrYIL' lrV7' ST4-05 F IGUF2EI= CROSS SLOPE NOTES: 2% MIN. 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. CROSS SLOPE 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS SIDEWALK @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C. CROSS SLOPE 2% MAX., 1% MIN. -� 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) 2% to 4% -�� .�_ � WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. PAVEMENT CURB �I �� ` nt d, /TV/117\1 /! f ` 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT /a, n', /�w! 1` ;/�_ „< �� 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. 8' TYP. SEAL WITH EXPANSION NOTE: JOINT MATERIAL SMOOTH DOWEL BAR p+ THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE 1/4" R 112"0 X 18",12" O.C. I REQUIREMENTS - BERMS MAY BE REQUIRED 314" (COATED WITH HEAVY GREASE) OUTSIDE OF THE SIDEWALK. 3'-0" MIN. " VARIES--; v= 4,. E- MAX• 1 lo° n y d r y - y its ' ew y ty Y RECYCLED MATERIAL, 1/2" / SEE NOTE 4 Y, y, do nik Li THICK AS MANUFACTURED �� y n1S�0 new BY J.D. RUSSELL CO. OR Z3-ONG METAL OR PLASTIC CAP, INSIDE >o APPROVED EQUAL DIAMETER TO BE 1116" GREATER -THAN e d' I� DIAMETER OF DOWEL BAR. CAP MUST q #3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETE s r` BE LONG ENOUGH TO COVER 2"OF STRENGTH = 3000 PSI and/t ' y y �, ` DOWEL AND HAVE STOP SO END OF #4 BARS @ 18" O.C.E.W. ((q" THICK MIN.) `-C/o i - �\I CAP IS 1" FROM END OF BAR. SEE FINISH NOTE of T In I 1��t�v'r.�rn` SPER TAS TANDARDS ' . v SIDEWALK EXPANSION ALONG LOCAL STREETS SIDEZVALK SLOPE REQUIREMENTS SWI -00 & CONSTRUCTION, JOINT Q 4"x4"x3116" STRUCTURAL STEEL TUBING 3._0„ MIN.Ic 6'-0" VARIES 8' O.C. MAXIMUM 8' O.C. MAXIMUM 1/8" TO 3116" SEAL WITH 12" O.C. SAWED FORMED, EXPANSION j JOINT MATERIAL, MIN. E- 2% MAX. 318" R i 5" SEE NOTE 4 50" 4„ #3 BARS @ 12" O.C. E.W. OR 28 -DAY CONCRETE #4 BARS @ 18" O.C.E.W. (STRENGTH = 3000 PSI $EE 4 6„ O.C. SIDEWALK CONTRACTION JOINT FINISH NOTE 4"x2"x3116" STRUCTURAL STEEL TUBING C STEELTUBINGRUCTURAL 1"x1"x3/16"STRUCTURAL STEEL TUBING ALONG 1�i MINOR COLLECTORS SEE CONNECTION DETAIL SWEEP SAND lVlll V LARGER MIN 8" INTO ALL JOINTS AND LARGER 4„ MAX 24 C. SIDEWALK 3-1/2,' TYPICAL PEDESTRIAN 112" DIA. BOLT 4 CONNECTIONDETAIL • ° .. o -a m ° ' 7.5" GUARDRAIL j,, I aACCEPTABLE 8'-0" VARIES-� �rT7C n TRAFFIC RATEDS V STI-llI°' , q PAVER MATERIAL I 6„ E- 2% MAX. GENERAL NOTES:�. 1"MAX. SAND LAYING COURSE SEE NOTE 4 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION ACCEPTABLE SEE NOTE 3 SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS TRAFFIC RATED 28 -DAY CONCRETE ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. PAVER MATERIAL #3 BARS @ 12" O.C.E.W. OR (STRENGTH = 3000 PSI BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. SEE FINISH NOTE #4 BARS @ 18" O.C.E.W. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS STDE VVh 1 ,K PAVER L' R S'EIiTlON BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS 1 T �T 7� ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALONG G MINOR COLLECTORS ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN AND .LARGER ACCORDANCE WITH TXDOT STANDARDS -•=•TC1L11 REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. CONCRETE SIDEWALK StiVI-02 CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN Ii ** 4. THE PLANS. VARIES ** VARIES THE PLANS. 3/16" NOMINAL VARIES NEENAH GRATE BOLTED N PLACE OR APPROVED 'EQUAL ANNULAR SPACE 3' I GREEN SPACEH. G9 ., SIDEWALK •> F� > q�FGs ,.,'�. 8' •e o ��F�S DETECTABLE n > '•' a s 6' ° SIDEWALK a .. ,..:•° y a WARNING SURFACE s" i'a' :z'' No. 4BARS AMP w 121 U - AMP &t « VARIES (TYP) � �L �ti WARNING PROPERTY LINE - SURFACE PROPERTY LINE \ TRENCH GRATE MAY ONLY BE ?S \ x'61 ALLOWED WITH PRIOR APPROVAL A FROM THE CITY ENGINEER AND WHERE THERE IS NO OTHER �i GcS�V `'S �/S, e • • . STORM SEWER SYSTEM 1 Os AVAILABLE. 23'(10- CURB RADIUS)) 21.5" CURB RADIUS) ��F \ ' ' (20' 16.5' CURB RADIUS) •P ° v \ (25' pY \ Q \ Q \ < z 23' (10' CURB RADIUS) o -y CROSS SLOPE NOT TO EXCEED\ o w 21.5'(25CURB RADIUS rn 16.5' �25' CURB RADIUS) 2% OR BE LESS THAN 1 ON ANY - PORTION OF RAMP OR TRANSITION t9 t TO STREET I ' � CROSS SLOPE NOT TO EXCEED s. 2% OR BE LESS THAN 1% ON ANY ' 1 PORTION OF RAMP OR TRANSITION TO STREET 8' 5' $' Iwme& c View 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE IVU SIDEWALK AMBULATORY RAMP AT STREET INTERSECTIONRAMP -W3-00 AT STREET INTERSECTION TRENCH GRATE SW3-02 FS SW3-01 * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION TO STREET / TO STREET / TO STREET / ryy + PROPERTY LINE DETECTABLE PROPERTY LINE / DETECTABLE PROPERTY LINE DETECTABLE i WARNING SURFACE_ i WARNING - -� SURFACE 1'1' WARNING� / _- =- SURFACE + 8'SIDEWALK �1 1'4-* 1 1'�� y�+ Z RAMP* a>:Pe z AMP* 4<SSv 6' SIDEWALK 1:1 4.'S in SLOPE ia. Z RAMP 5' SIDEWALK SLOPE Bf9�8 T v 1:12 SLOPE MAX. 3. EXPANSION & EXPANSION JT. & 3' SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH 112" DIA. X 16", WITH EXPANSION JT. & BACK SMOOTH DOWEL BAR, CAP @12" O.C. BACK COATED W/HEAVY GREASE) CAP @ 12" O.C.OF CURB 6' MIN. (COATED OF CURB 112" DIA. X 16", WITH OF CURB 6' MIN. 6' MIN. CAP @ 12" O.C. (COATED W/HEAVY GREASE) 8'. SIDEWALK AMBULATORY RAMP U SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04. SW3-05 i CROSSWALKS:DETECTABLE WARNINGS PEDESTRIAN FACILITIES DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC GENERAL NOTES: GENERAL NOTES: z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING 1. ALL SLOPES AR MAXIMUM ALLOWABLE THE LEAST THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION C SURFACE THAT CONSISTS OF RAISED TRUNCATED POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY cc 0 FOR PEDESTRIANS TO CROSS THE INTERSECTION AS LANDING DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE rnw0 WELL AS INFORMING DRIVERS WHERE PEDESTRIANS ACCESSIBILITY STANDARDS (TAS). THE SURF CESMUS OF APPROACH SIDEWALKS AS DIRECTED. w>w MAYBE PRESENT. NOT ALL LOCATIONS NEED THE OM ONTRA T VISUALLYWITH ADJOINING SURFA " w _ CROSSWALKS MARKED; HOWEVER, TYPICALLY cn � � 2. LANDINGS SHALL BE 5' X 5' MINIMUM WITH A MAXIMUM - INCLUDING SIDE FLARES. FURNISH DARK BROWN OR COLLECTOR AND ARTERIAL STREETS DO. AS STATED ° z b;OisS:O;o: otit::4; 4" MAX. IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 2 /o SLOPE IN ANY DIRECTION. UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE O o z AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS - iv ..va.°a:;o�°o a a: LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED WITHIN cn :a;q:.ab X0.4:0.. 2. DETECTABLE WARNING SURFACES MUST BE SLIP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL THE CITY OF BRYAN'S PREFERENCE FOR MARKING RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. VEHICULAR TRAVEL PATH. CROSSWALKS IS THE LONGITUDINAL (OR "LADDER" U -i STYLE .THE CITY OF COLLEGE STATION'S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. 6" MIN. FACE OF HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO 10" MAX. CURB SCHOOL OR SCHOOL ZONES, AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS "LADDER" STYLE) IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS 7 THESE PREFERENCES WILL BE ALLOWED ONLY WITH PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE TYPICAL PLACEMENT OF DETECTABLE WARNING THE APPROVAL OF THE CITY ENGINEER. 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMU I OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, OTHERWISE, PROVIDE FLARED SIDES. SURFACE ON LANDING AT STREET E THE LONGITUDINAL STYLE MARKING SHALL BE 24" AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR �' DOTE LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, WIDE AND 8 FEET IN LENGTH, SPACED 48 -INCHES THE STREET. DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE n APART. THE TRANSVERSE MARKINGS SHALL CONSIST FOUND IN THE CURRENT EDITION OF THE TEXAS S�V2-0o OF TWO 12 -INCH OF UNMARKEDPAVIEMENT. ALL CROSSWALK PAVEMENT DE LINES SEPARATED BY 6 FEET 6. DETECT E ED E NBLE E REST HE CURB LINE S A MINIMUM OF ING SURFACES SHALL BE LOCATED SO ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. THATMARKINGS SHALL ALWAYS MEET TxDOT'S SPECIFICATION 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OFTHE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN FOR TYPE i MARKINGS UNLESS OTHERWISE APPROVED FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE z BY THE CITY ENGINEER. CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCES LE PASSAGE OVER OR a z LANDING THROUGH THEM. O ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIF ED I -' CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND V AND CONCRETE. STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE 0Q CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT,_ 1 w> IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK at�-o STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE DETECTABLE WARNING SURFACE RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS 4FODE N PARALLEL TO STRIPING. DIRECTED BY THE ENGINEER. RAVEL) 4" MAX 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN AND USUAL IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. Q:6ti;ri;t>io4;�`0.• 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE q Z :oo ao oo:v:n:o:E FLARE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. P.) 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY CE OF 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS 10" MAX CURB CONNECT TO THE STREET. 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG TYPICAL PLACEMENT OF DETECTABLE CURB LINE. WARNING SURFACE ON SLOPING RAMP RUN SW2-0l 1" 2" GENERAL NOTES (PAVERS) 18" FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL O REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO 2-3/8T- -T UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS z 15'X 5' CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT JO LANDING 0000 1�j� O DETECTABLE WARNING PAVER UNITS USING APO ER SAW. F W>W 4"F O O O O ,w>W LANDI mO 8 NO.3 REBAR AROUND PAVER INSET DETECTABLE WARNING F PAVER WITH TRUNCATED DETECTABjE 4" MAX DOME SURFACE DETECTABLE WARNING PAVER WITH .I TRUNCATED DOME SURFACE w a T�TTARNING PAT �R AND USUAL EXPANSION JOINT F- ' z A A AS REQUIRED 1" MORTAR BED - SHALL CONFORM TO �o SIDE FL E SIDE FLARE SIDE FLARE APPLICABLE SPECIFICATIONS 1:10 SLOP iv (TYP.) (TYP) CONTROL JOINT PERMISSIBLE W T MAX. I ;- (TYPICAL) tL B �V 7FAfF OF - -MIN. 4" 6' FACE OF CURB (TYPICAL) 4' RAMP WIDTH (TYPICAL) CURB No. 3 REB RAT 18" MAX, ON -CENTER (TYPICAL) TRUNCATED DOME PATTERN BOTH WAS CLASS ACONCRETE -SHALL CONFORM CURB RAMP TO APPLICABLE SPECIFICATIONS TYPICAL AMBULATORY RAMP W/ FLARED WINGS DETECTABLE WARNING PAVER SECTIONAA 0 FW -02 [SW2-03 ii �I 0 r 0-4 is rr0ll CITY OF BRYAN /'ham /'11,117 7 17 111-4j, cl-1 " APPRDVED: VV. P. K. il FIGURE a SHEET 1 OF 1 I I Ali DRAWN BY:C.L.M. DATE. 08-01-12'1 SCALE: N T S Ii APPRDVED: VV. P. K. il FIGURE a SHEET 1 OF 1 3._6., NORMAL TRAVERSE SLOPE 6 ' 5,-0„ O.D. + 1'-0" MIN. 51-0" 6,. TYP. i 3., F EXTENSION-- - - - - - - - -_ 6" TYP. ---- A • I AS DESIGNATED _ • 10._0,. — — — — M • • ' � ^ I°'JY tt°to- - - - SLOPE Z13'RAD71US�6„DEPRESSEDGUTTER /, / i 6' �E/ f/ E%�% 6"� �/ / /�3�RADIU /T/// I , 1' 6„ /NO/ FACE�� RB 2` 0" SQUARE STRENGTH CONCRETE 3000 psi #3 BARS @ 18" O.C.E.W. V� I OR AS DESIGNATED ON PLANS THROATDETAIL WARP PAVEMENT SURFACE TO THROAT OF INLET -/SEE D4-01 SEE D1-05 PLAN PIAN UTT V CURB LINE WHEN 28 -RAY CONCRETE STRENGTH = 3000 psi #4 BARS 6" O.C.E.W. CONCRETE RECESSED INLET OTE: 1(—� , WEEP HOLE MATCH ILELEV. MIN. 18" TOE WALL TO BE CONSTRUCTED �,. '' 1/3 HEIGHT 6' tom- HEIGHT 1 VARIES 1 /2 TOP SLAB GUTTER 4 BARS, 6" O.C.E. STD. CAST IRON MANHOLE COVER A #4 BARS 12" O.C.E.W. q.. TOP OF CURB TOP SLAB AND FRAME SIDEWALLS 6" TOP SLAB 3'-6" f 1'_3„ E ;-1'-5 2" f1 6" TYP.NORMAL GUTTER LINE - +6"MINI::. BARS 12" OCEW�E � j SIDEWALLS & BOTTOM EXTENSION - -' - -` � � DEPRESSED GUTTER LINE )#4 . WE HOLE �.. '' 1/3 HEIGHT I I SLAB �L8" BOTTOM— EF6" SIDE WALLS 6 2" 0 VARIES ( 12"X12" GALV. HWD, I 5' S' '� CLOTH 114" MESH 8., TMP' p ° I INVERT SHAPING CONCRETE FILL A #4 BARS 12" O.C.E.W. SLAB #4 BARS 8" O.C.E.W. BOTTOM SLAB —_ SIDEWALLS SLAB & BOTTOM (SEE NOTES 1 & 2) SECTIONA A SECTIONA A SECTIONB B ELEVATION (SEE NOTES 1 & 2> H=4' OR MORE MATERIAL ET— . — 18" TO 36" AS ON 12"X12" GALV. HWD. CLOTH 114" MESH WITH GRANULAR SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION D1-00 D1-01 28 -DAY CONCRETE STRENGTH = 3000 GRATE SHALL BE P DESTR AN GRATES A _/4" 3116" 7/16"�� 2" psi SHALL BE INSTALLED - - - - _ - - - y r _ b BE CONSTRUCTED IN SIDEWALK AREA. 4 21' AT BEGINNING & EN A A 1 1 I 24' _ ------� n ---"- VIETrVAA A - - - r ' • 44 BARS 128 -DAY CONCRETE DIAGONAL OoDDDDDDo CONCRETE CHANNEL LINING I L—FLOW I + I HUBNER _ _ _ _ STRENGTH = 3000 psi 13DDDDDDDo I R2HRERIODOLES . _MAIN i I LINE �r ----- �/ O.D. + 6' STD. CAST IRON MANHOLE MIN. 3' PLAN (2) 3/4" COVER AND FRAME SQUARE (30" DIA:) A CROSSSEC7I01V PLAN 6" TOP SLAB PLAMINIMUM DISTANCE BETWEEN N E TWO PIPES 1/2" FLAT FAC ED GOTHIC O.D. + 6" MIN, 18" TO 36" -12" APART W[APPROPRIATE CITY TITLE DONT CITY OF BRYAN POLLUTE A `JJ DRAINSTO �, #4 BARS, 12" O.C.E.W. 6" TOP SLAB E 1-' #4 BARS 6" O.C.E.W. 48" OR LARGER -18" APART SIDE WALLS #4 BARS, 12" O.C.E.W. I SIDE WALLS TOP SLAB NO ASURA RIVERS O.D.+6" MIN. LARGE MOUTH BASS LOG i r 8" BOTTOM WALLS I O � + 6" { f 6" TOP 3/4" FLAT FACED GOTHIC MIN: 3' { O VARIES O SLAB (2) PLACES 3" MIN. EACH SIDE 6" SIDE 8" BOTTOM WALLS SLAB - - - - - SEE NOTE #4 BARS -•- +- - -•- -r - -.- -1 12" O.C.E.W. DONT CITY OFJ COLLEGE �ST�ATION A POLLUTE DRAINSTO A RIVERS y SECTION #4 BARS, 8" O.C.E.W. #4 BARS, 6' O.C.E.W. SIDEWALLS 8" BOTTOM T ---��ii1 BOTTOM SLAB (SEE NOTES 1 & 2) 6"SIDE WALLS BOTTOM SLAB NOTES 1 & 2) SLAB 6"SIDE WALLS NosasuRA V � (SEE #4 BARS 8" O.C.E.W. t-1/2" SEC'TIONA A BOTTOM SLAB FLAT FACED GOTHIC WIAPPROPRIATE CITY TITLE STORM SEWER IN STREETS 28 -DAY SECTIONA-A (SEE NOTES 1 & 2) CONCRETE STRENGTH = 3000 psi T T D O lJ BLE BARREL O BASS LOGO JUNCTION BOX GRATE INLET PLATE D 1-02 D 1-03 INLET D 1-04 D 1-05 12" tO BARS F- BARS E BAR W BARS E ELEV AS SHOWN BAR W ON THE PLANS D BARS Vi-VxBARSC BARS Di-Dx iBARS Di-Dx BARS Vi-Vx % io I ,6p 36 BARS Vi-Vx 2O SLOPE TO gA i BARS S BAR S BARS T I S • T Diameter - - a - - = = - - N I D - of Pipe - _ (D) r e- 4"Min F 8� O BARS G BARS Bi-Bx BARS G 1 BARS E BARS B BARS B 6" 6"� O/2O\ FRONT ELEVATION BARS A WHERE REQUIRED TO MAINTAIN 4 MIN. COVER FOR PIPES. CONCRETE FOR FOONG SHALL BE #3 "U" BARS 9„ QUANTITIES SHOWNADDED TO TOTAL 1 PER BLOCK � D 12" MIN. 8" MIN .SIDEE'LEVA710N DISSIPA TOR BL0CIC L0CATION 2' MAX I 7 1 28 -DAY CONCRETE �6 1 I I i STRENGTH =3000 psi DISS'IPATOR i i i ' BARS F BARS v PROVIDE RIP -RAP ROCK BLOCK oDI I I BARS C (MIN. 20LB PIECES) 4 1 I BAR W BARS S BARS E---' P B RSB CONSTRUCTION JOINT P�� - r 16•• BARS Ai Ax P �- BARS Di-Dx +rL i I A - A 30° iAVx BARS S BARS AI -Ax N °d 12.. 6" �+ [I ----�----------BARs� SECTIONAA p I 6„ 1'-6"APRON SLOPE TO O - - - - 6 PROVIDE RIP -RAP ROCK MATCH RECEIVINGI J PLAN VIEW (MIN. 20LB. PIECES) 6„ FLOWLINESLOPE �I y 30° VARIES DISSIPATOR BLOCKS TO BE #4 BARS 12" O.C.E.W. 6 DETAIL D3-00 INSTALLED S SHOWN IN WALLS, BOTTOM SLAB, & TOE GENERAL NOTES: O O 0O 0 R ; SECTIONA A ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". 0 0 0000 PLAN REINFORCING STEEL SHALL BE PLACED WITH THE _ CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM 28 -DAY CONCRETE STRENGTH = 3000 psi MINIMUM DISTANCE BETWEEN THE SURFACE OF THE CONCRETE. TOTAL QUANTITIES 24" p TWO PIPES INCLUDE ONE 20 DIAMETER LAP FOR ALL BARS OVER 6'-0" IN LENGTH. 18" TO 36" -12" APART 48" OR LARGER -18" APART REINFORCING STEEL FOR ONE HEADWALL BARS Ai -Ax BARS B BARS Bi-Bx BARS C BARS Di-Dx BARS E I BARS F I BARS G I BARS S I BARS Vi.Vx BARS W #4@12"± #3@18"± #3@18"± sc12"± #3@12"t #5 #4 #3 #4 #4@12"t #5 TYPICAL CONCRETE HEADWALL & END WALL WITH WINGS D3-00 CONCRETE HEADWALL FOR 2 PIPES D3-01 ORIGINAL GROUND STRUCTURAL BACKFILL AREA INCLUDES — BOTTOM OF SUB -GRADE ALL PAVED AREASSIDEWALKS, STREETS, SELECT MATERIAL °,e :.,•;.y ALLEYS, DRIVEWAY(S,AND PARKING AREAS)AND � j MATERIAL EXCAVATED FROM THE DITCH, (_WHICH IS FREE OF ° <°° :;8'a•d LINE. STRUCTURALHALL EXTENDBACKFIOPTION NO. 21N W4-02) OLLSHALL D THE CURB BIC PGS j J) g' ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION, COMPACTED TOA ° CEMENT STABILIZED J MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY 2" MIN. COMPACTED CEMENT STABILIZED OR EXCAVATED SOIL COMPACTED TO 98% 4-P �P ASTM 0698 STANDARD) AT A MOISTURE CONTENT WITHIN SAND, 1-1/2 SACK/CY PUGMILL MAXIMUM DRY DENSITY.AS PER ASTM D698 J Q ( ° / ONLY). SPADE BY LIFTS INTO C Q OPTIMUM TO +4/° OF OPTIMUM UNDER NON-STRUCTURAL PIPE O. . WITHIN OPTIMUM TO +4% WET OF OPTIMUM J�' v v� ! AREAS Ie...YARDS PASTURES, EASEMENTS AND TO A PLACE, TO FILL ALL VOIDS AROUND OPTION NO. 1 IN W4-02 Q- Q ( ° 8 PIPE. MANUALLY CONSOLIDATE AT ( ) .� Q- � I MINIMUM OF 98/o OF MAXIMUM DENSITY AS DETERMINED 5 �' - - BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN (4" MIN. OPTIMUM MOISTURE. Ox JG )J� ( OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS UtVDER PIPE PAVEMENT AREAS AND STREETS TO BE RECONSTRUCTED. BELL) PIF THE TRENCH BOTTOM SHALL BE O.D. GRADED SO AS TO PROVIDE UNIFORM CONTINOUSE SUPPORT FOR THE PIPE BARREL BETWEEN ' j * PE MUST DESIGN TRENCH DETAIL 8" MIN./12" MAX. BELL HOLES j 'SIDEWALK. SITE SPECIFIC FOR HDPE PIPE. 5' HDPE IS NOT TO BE USED UNDER PUBLIC STREET - ' PAVEMENT CEMENT STABILIZED SAND AS BEDDING AND TRENCH FOR REINFORCED REQUIRED. MINIMUM WILL ALWAYS BE STRUCTURAL BACKFILL AREA REQUIRED. CONCRETE PIPE AND BOX CULVERTS =D3-02 D3 -U3 D2-00 5' 5' S' S' H/3 WHEN _ �H=4' OR MORE MINIMUM WIDTH DRAINAGE EASEMENT 15' MIN. 5' MIN. ��- 28 -DAY CONCRETE VEEP HOLE DETAIL STRENGTH = 3000 psi 2 TI i 1 1' MAX. 1112 CONCRETE RIP -RAP 1 ' MIN. 1 � D2-01 MAXIMUM SLOPE 4' MIN. THICKNESS AS DESIGNA ED HANDRAIL TYPICAL LINED CI-IANIVEL SECTION ON PLANS #3 BARS @ 18" O.C.E.W. 1'-0" BLOCK SOD ORENKAMATW/HYDRO-MULCH SIDEWALK 5 STANDARD CHANNEL SECTION OR AS DESIGNATED ON PLANS ��G'C ��•� 18"., D2-02 .r' 6 VAR 2IES � #3 BARS @ 12" O.C.E.W. MATCH �ELEV. 1�� _ 28 -DAY CONCRETE STRENGTH = 3000 psi 4 1 • : I NOTE: ;18" TOE DOWN DE IG AT AS 18" TOE WALL TO BE CONSTRUCTED �; . : • i; (ALSO AT FLUME ENDS) DESIGNATED „• AT BEGINNING & END OF CONCRETE ON PLANS 6„j L DITCH LINING & RIP -RAP SECTIONS. CONCRETE SIDE SLOPE PROTECTION II rD 2-03 2'-0,• 28 -DAY CONCRETE STRENGTH = 3000 psi W STANDARD FLUME SECTION EXPANSION JOINTS AT 60'.O.C. D2 -U4 NE ■ GENERAL NOTES: 3-1/4" DIA 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: o F 8RY OF. COLLEGE ST 32-3/16" DIA INLET DEPTH (FT.) BASE �' --_- q?. (2) PICKBARS �� -� 9, 1- 9/16" MEASURER FROM FLOWLINE — — — THICKNESS 1=1/2" LETTERING _... w. -- - 2„ --moo-- - __ Z , 1/4" ORA N - - - .. BOOETTE OLD STYLE ®yY V ® NEOPRENE GASKET 4-1/2" O FINAL D FROM . O O 0-12 - - 8' LETTERING STYLE: 12 AND OVER- - - - - - - -12 1-1/2 LETTERING 7/16' RECESSED FLUSH LETTERING STYLE: 30" DIA X5/16" 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF N OLD STY 2-9/16' REINFORCING STEEL IN THE BASE. 6" (TYP.) s s'� - �� RECESSRECESSBOOKMED FLUSH 33-15/16" DIA 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER o R M --S ORM - S 0� 40-314" DIA HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL PLAN VIEW FRAIITF, S'ECTIUN GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED J MACHINED SURFACE DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE 3-13/16" VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS 32" DIA COMPLETE AND THEN REMOVED BY CONTRACTOR. 5/8" �1-1 /2" i— v.+au-s E 2-7/16" 01 � 7/B" 2-7/8" R 1-3/4„ H.R S ROD G U U COVER SECTION PICKBAR DETAIL NOTE: BOTTOM/ WEW STORM SEWER LIDS TO BE OF COVER USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE STANDARD MANHOLE RING AND COVER STORM SEWER SYSTEMS. 3 -9 -DIA. DUCHLEIRON V-1432--3 D4-UU uuu 25-3/8" DIA (2)1" HOLES 24-1/4" DIA 180 APART e ow e 1 LETTERING� B "k CEG OLLE 'M1 os 1" LETTERING 22-1/8" DIA (RECESSED FLUSH) 9 4y O F R 9 gOF - ST9' (RECESSED FLUSH) 2 _`• _ J 1-1/2" U "' J '"` y o 1" LETTERING 25-718" LETTERING STYLE: 31-7/8" BOOMAN OLD sr �Q Sr �2 (RECESSED FLUSH)LE O 1!2" LETTERS R ly -g E� 1„ LETTERING FRAME SECTION CITY OF BRYAN (RECESSED FLUSH) The Good Ldf , 7 eX 1S . ty e. COVER FACE COVER FACE 2-1/4" MACHINED BEARING SURFACE 1-318" i �LF_ 24"—'j _[21. 1.. 314" �- I 2-114 I " 9116" t �I 1342•A �� 1-1 /4" °u,zaaze COVER SECTION PICKHOLEDETAIL DRAWN BY: C. L. M DATE: 08-01-12 NOTE:1 STORM SEWER LIDS TO BE SCALE ' N T S SEWERSYSEM PUBLIC z�oTroNl tirET� STANDARD MANHOLE RING AND COVER APPROVED: OORM ATE SEWER S ER S T MS. STOF COVER C 24r c W. P. K. DIA. DUCTILEIRON V-13IZA F I G U R E= I D4-01 i _D SHEET 1 0F 1 V W M w O i THICKNESS AS DESIGNATED THICKNESS AS DESIGNATED - ON PLANS j�-1'-0" ON PLANS r OR AS DESIGNATED ON PLANS 14 --11 #3 BARS @18" O.C.E.W. �V-0" -1e\ I , 1' 6„ #3 BARS @ 18" O.C.E.W. V� I OR AS DESIGNATED ON PLANS � �'l •'' 6'' I IGH 1'/2 VA N OTE: 1(—� , WEEP HOLE MATCH ILELEV. MIN. 18" TOE WALL TO BE CONSTRUCTED �,. '' 1/3 HEIGHT 6' tom- HEIGHT 1 VARIES 1 /2 Z O AT BEGINNING & END OF CONCRETE �-T-°- '-'-'-'-'-^ MATCH (LELEV. 1 �� cn - „• DITCH CHANNEL & RIP -RAP SECTIONS. . WE HOLE �.. '' 1/3 HEIGHT 2" 0 VARIES ( 12"X12" GALV. HWD, I 5' S' '� CLOTH 114" MESH p w5' H13 WHEN WITH GRANULAR nzz H=4' OR MORE MATERIAL ET— . — 18" TO 36" AS ON 12"X12" GALV. HWD. CLOTH 114" MESH WITH GRANULAR PLN SL ON PLANS 6" MATERIAL NOTE: TIVEEPHOLEDETALL28-DAY CONCRETE STRENGTH = 3000 psi MIN. 18" TOE WALL b BE CONSTRUCTED AT BEGINNING & EN OF CONCRETE DITCH CHANNEL & �P-RAP SECTIONS. CONCRETE CHANNEL LINING 2"0 D2-00 5' 5' S' S' H/3 WHEN _ �H=4' OR MORE MINIMUM WIDTH DRAINAGE EASEMENT 15' MIN. 5' MIN. ��- 28 -DAY CONCRETE VEEP HOLE DETAIL STRENGTH = 3000 psi 2 TI i 1 1' MAX. 1112 CONCRETE RIP -RAP 1 ' MIN. 1 � D2-01 MAXIMUM SLOPE 4' MIN. THICKNESS AS DESIGNA ED HANDRAIL TYPICAL LINED CI-IANIVEL SECTION ON PLANS #3 BARS @ 18" O.C.E.W. 1'-0" BLOCK SOD ORENKAMATW/HYDRO-MULCH SIDEWALK 5 STANDARD CHANNEL SECTION OR AS DESIGNATED ON PLANS ��G'C ��•� 18"., D2-02 .r' 6 VAR 2IES � #3 BARS @ 12" O.C.E.W. MATCH �ELEV. 1�� _ 28 -DAY CONCRETE STRENGTH = 3000 psi 4 1 • : I NOTE: ;18" TOE DOWN DE IG AT AS 18" TOE WALL TO BE CONSTRUCTED �; . : • i; (ALSO AT FLUME ENDS) DESIGNATED „• AT BEGINNING & END OF CONCRETE ON PLANS 6„j L DITCH LINING & RIP -RAP SECTIONS. CONCRETE SIDE SLOPE PROTECTION II rD 2-03 2'-0,• 28 -DAY CONCRETE STRENGTH = 3000 psi W STANDARD FLUME SECTION EXPANSION JOINTS AT 60'.O.C. D2 -U4 NE ■ GENERAL NOTES: 3-1/4" DIA 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: o F 8RY OF. COLLEGE ST 32-3/16" DIA INLET DEPTH (FT.) BASE �' --_- q?. (2) PICKBARS �� -� 9, 1- 9/16" MEASURER FROM FLOWLINE — — — THICKNESS 1=1/2" LETTERING _... w. -- - 2„ --moo-- - __ Z , 1/4" ORA N - - - .. BOOETTE OLD STYLE ®yY V ® NEOPRENE GASKET 4-1/2" O FINAL D FROM . O O 0-12 - - 8' LETTERING STYLE: 12 AND OVER- - - - - - - -12 1-1/2 LETTERING 7/16' RECESSED FLUSH LETTERING STYLE: 30" DIA X5/16" 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF N OLD STY 2-9/16' REINFORCING STEEL IN THE BASE. 6" (TYP.) s s'� - �� RECESSRECESSBOOKMED FLUSH 33-15/16" DIA 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER o R M --S ORM - S 0� 40-314" DIA HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL PLAN VIEW FRAIITF, S'ECTIUN GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED J MACHINED SURFACE DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE 3-13/16" VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS 32" DIA COMPLETE AND THEN REMOVED BY CONTRACTOR. 5/8" �1-1 /2" i— v.+au-s E 2-7/16" 01 � 7/B" 2-7/8" R 1-3/4„ H.R S ROD G U U COVER SECTION PICKBAR DETAIL NOTE: BOTTOM/ WEW STORM SEWER LIDS TO BE OF COVER USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE STANDARD MANHOLE RING AND COVER STORM SEWER SYSTEMS. 3 -9 -DIA. DUCHLEIRON V-1432--3 D4-UU uuu 25-3/8" DIA (2)1" HOLES 24-1/4" DIA 180 APART e ow e 1 LETTERING� B "k CEG OLLE 'M1 os 1" LETTERING 22-1/8" DIA (RECESSED FLUSH) 9 4y O F R 9 gOF - ST9' (RECESSED FLUSH) 2 _`• _ J 1-1/2" U "' J '"` y o 1" LETTERING 25-718" LETTERING STYLE: 31-7/8" BOOMAN OLD sr �Q Sr �2 (RECESSED FLUSH)LE O 1!2" LETTERS R ly -g E� 1„ LETTERING FRAME SECTION CITY OF BRYAN (RECESSED FLUSH) The Good Ldf , 7 eX 1S . ty e. COVER FACE COVER FACE 2-1/4" MACHINED BEARING SURFACE 1-318" i �LF_ 24"—'j _[21. 1.. 314" �- I 2-114 I " 9116" t �I 1342•A �� 1-1 /4" °u,zaaze COVER SECTION PICKHOLEDETAIL DRAWN BY: C. L. M DATE: 08-01-12 NOTE:1 STORM SEWER LIDS TO BE SCALE ' N T S SEWERSYSEM PUBLIC z�oTroNl tirET� STANDARD MANHOLE RING AND COVER APPROVED: OORM ATE SEWER S ER S T MS. STOF COVER C 24r c W. P. K. DIA. DUCTILEIRON V-13IZA F I G U R E= I D4-01 i _D SHEET 1 0F 1 V W M w O NOTE: GENERAL NOTES: -' -� 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS. ' p 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED. 28 -DAY CONCRETE IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF sl FINISHED GRADE. 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN24" X 24" X 6" STRENGTH = 2000 p BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE 28 -DAY CONCRETERENGTH = 2000 Dsi ALL VALVE BOX OUND 2' ALL VALVE OPERATING NUT EXTENIE ONS ARE TO MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE FACE OF THE STEAMER ON THE FIRE HYDRANT. h0,1' WITH 94 BAR AROUND OF STEEL, SIZED AS NOTED, STRENGTH = 2000psi. 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN ALL VALVE BOX. AND PAINTED WITH TWO (2) ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT . COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. TRAFFIC RATED COPPERHEAD 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON SNAKEPIT TEST STATION E 3. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER OF ONE (1) FOOT LONG. NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL APPROVED EQUAL 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. VIEWA -A 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE T IL T T A - A SUPPRESSION LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL / i T WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED USA, LL562 LOCKABLE LID. TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR STANDARD FIRE HYDRANT EACH BELL AND FIRE HYDRANT. GATE VALVE W/VALVE BOX WATER LINE S REQUIRED + TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX APPROVED EQUALEXTENSION AS NEEDED VALVE BOX PER SPECS. STEAMER NOZZLE CHAINS 1' MIN. TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE EXTENSION WITH A,+ �A CITY'S ACCEPTANCE OF AS REQUIRED AS f 7� CENTERING COLLAR. WORK. REQUIRED A 6- H TERMINATE 4' TO 5' FINISHED GRADE T FROM TOP OF BOX. s....... I BURY LINE ' AS EQ'DIRA E ANCHOR 901 BEND 2" SQUARE AWWA NUT GATE VALVE EXTENSION WITH W/VAWE BOX _W CENTERING COLLAR. 6" STD. Z TERMINATE 4' TO 5' n GATE VAL E STANDARD FIRE HYDRANT J FROMTOPOF BOX. � � WITH SS OL S AWWA C900 WISTAINL VALVE (SEE NOT 8) 6" D.I. OR C909 PIPE 6" MJ ANCHOR + o PRESSURE PIPE STEEL BOLTS i COUPLING _ c� g BLOOCKING PEA GRAVEL - FILL 14 COPPER TR CERD WEEP OLEOVE PVC OR D.I. PIPE WIRE THRUST BLOCK FIRE HYDRANT LOCATION REALIGN AS NEEDED TEE OR TAPPING BLOCK USING 12"x12"x4" SLEEVE &VALVE MECHANICAL JOINTS PRECAST CONCRETE BLOCK AS DIRECTED. AS REQUIRED MIN. DIMENSION APPROX. Q WITH SET SCREW BLOCK EQUAL TO ONE BAG OF RETAINER GLANDS SACKRETE OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED W/M.J. SPLIT GLANDS ROTATE TO FINAL GRADE) STANDARD FIRE GATE VALVE &BOX oPTlol\aL wl-oo HYDRANT ASSEMBLY E1 -o2 2" SQUARE x 2" HIGH TRAFFIC RATED REFER TO TECHNICAL SECTION OPERATING NUT COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION STATION OR TRAFFIC RATED COPPERHEAD APPROVED EQUAL SNAKEPIT TEST STATION OR . APPROVED EQUAL GROUND LEVEL 90* VALVE OPERATING NUT MAX,/ -METAL (STD PAD EXTENSION DETECTOR TAPE 5" DIA x 118"MIN � METAL DETECTOR TAPE THICKNESS STEEL PLATE wl 90° CUT-OUT 4B" MIN. 1" DIA STEEL ROD TRACING WIRE 14ga SOLID TRACER WIRE SHALL END SQUARE SOCKET COPPER AT A TEST STATION. 2" DIA INSIDE *I 21/4" DEPTH TWO 3/8" SET SCREWS ON (1/8" MIN WALL EITHER SIDE TO LOCK THE THICKNESS) OPERATING NUT. SCREWS TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM x UL SOCKET -X TRACER WIRE MUST BE INSTALLED DEAD END DIRECTLY ABOVE THE PIPE. GATE VALVE EXTENSION E 1-o l UTILITY PIPE LOCATION MATERIALS NOTE: A WHITE 10"� DIMENSION FOR CONCRETE 24" VARIES WITH WATERLINE SIZE MIN, BACKGROUND --/MJ PLUG PLAN VIEW PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED 4'-0" " o"` 8' BLUE, HEAVY DUTY, WINGVALVE BOX AND SHAFT EXTENSION SELECT FILL CHANNEL POST 4'-0" CAST IRON VALVE BOX COVER i. �. MEGALUG 2'X4'X6" PIPE CONCRETE SLAB 2' X CONCRETE LAB 6" MIN. 4'-0" NOT GREATER THAN 45 N %ACK FILL� ti AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING 9� ADAPTER OR AN APPROVED EQUAL GLAND AT BEND AND G.p Q PLUG 9 12"MIN. C 'PO CONCRETE % SF,CTIONA A ti THRUSTBLOCK ii. i RESTRAINED JOINT 6" M. J. ELL PLACED ON NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF END OF LINE BLOCKING STADARDDENSITYSSEMBLY BE 95°'° STANDARDDENITYPER ASTM D698 IN-LINE BLOW OFF ASSEMBLY W3-00 W3-01 NOTE: r__ lc ----GALV. ELL 1. EMBED COPPER UNE IN TAMPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMPS I SIDES OF COPPER PIPE. AIR RELEASE/VACUUM GALV. NIPPLE 1 REMOVE AND DISCARD AFTER USE MJ PLUG 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" BREAKER VALVE I VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS, AS SHOWN IN VALMATIC MODEL 101 (1 ") 2" METER BOX WITH 1 1 EXIST. GRADE q•_p CAST IRON VALVE BOX COVER OR MODEL 102 (2") OR CAST IRON LID I DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED EQUAL 1 ISCH. 40 GALV. PIPE C2'X 4'X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2". I AFTER BLOW -OFF 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY I INSTALL MALE QUICK AMERICAN FLOW CONTROL THE ENGINEER L CONNECTION &CAP TRENCH ADAPTER EXIST. GRADE I OR AN APPROVED HOT -BOX POLY ROX EQUAL 4" APPROVED MODEL PHRI (1") WITH - , „ „ BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE WATER MAIN 4" X 3'X T CONCRETE PAD (FOR 1 I " PPE) COPPER EXPOSED TO 4" X TX T CONCRETE PAD (FOR 2" PPE) CONCRETE SHALL BE BRASS ELL -"-, LL MJ TAPPED CAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING TOBE 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO IN TYPE "K" COPPER TUBING DETAIL ACCORDANCE ORODANCE WITH MAIN WATER UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3-00 BRASS NIPPLE 4" END OF LINE � TAPPING SADDLE W/ CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 tiV3-03 W3-04 THRUST BLOCK NOTES: TEE SCHEDULE B (ft) 1. ALL CALCULATIONS ARE BASED ON INTERNAL inn too QST ft ft OLUME NOTES: PRESSURE 200 psi FOR 24" AND SMALLER 7. METERS AND VALVE BOXES SHALL BE PLACED CONC. CURB &GUTTER 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED E INNER DIAMETER PIPE. 4 6 8 5.1 1.5 2.5 0.3 FOR SINGLE SERVICE OR BETWEEN THE SERVICE 1. FURNISH AS SHOWN ON PLANS PIPELINE MEGALUG OR SETSCREW _ y A IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR EARTH OR ROCK. AND ON ALL VALVE SIGN POSTS. WARNING SIGN MAIN LINE RETAINER 6,8" 2.0 10' 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. BLACK2. TEXT--,,, WARNING SIGNS TO BE CONSTRUCTED 20 GA.SHFINIEEL BAKED e & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG, PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE 1.5 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN EFROM NAMEL FURNSHONE Q o APPROVED EQUAL. HERE. 1.5 UNDISTURBED DIRT 10" UNDERGROUND PIPELINE WARNING AND ONE VALVE SIGN AND ONE POST FOR EACH VALVE 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 2.0 INSTALLED WITH THE MAIN LINE CONSTRUCTION. 1.5 CONTACT THE CITY INSTALLED AND AT OTHER "'• ° ` 24" MIN. 6,8" 1.0 1.5 1.5 BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. ° ° ( 1.5 END LINE FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH O COMPLETION OF CONSTRUCTION. WATERLINE CAP/PLUG PL YELLOW BACKGROUND 4" INSTALLED (OMITTING VALVE ° , • M. J. TEE NUMBER ON VALVE SIGN OR CROSS V AL V (NOT A SEPARATE PAY ITEM) 7„ No. 0 BEDDING SAND N 2" BLACK PRESSURE TO BE ADDED AFTER 3'X TX 6" CONCRETE SLAB BASIC SIGN HAS BEEN PAINTED NOTE: A WHITE 10"� DIMENSION FOR CONCRETE 24" VARIES WITH WATERLINE SIZE MIN, BACKGROUND --/MJ PLUG PLAN VIEW PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED 4'-0" " o"` 8' BLUE, HEAVY DUTY, WINGVALVE BOX AND SHAFT EXTENSION SELECT FILL CHANNEL POST 4'-0" CAST IRON VALVE BOX COVER i. �. MEGALUG 2'X4'X6" PIPE CONCRETE SLAB 2' X CONCRETE LAB 6" MIN. 4'-0" NOT GREATER THAN 45 N %ACK FILL� ti AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING 9� ADAPTER OR AN APPROVED EQUAL GLAND AT BEND AND G.p Q PLUG 9 12"MIN. C 'PO CONCRETE % SF,CTIONA A ti THRUSTBLOCK ii. i RESTRAINED JOINT 6" M. J. ELL PLACED ON NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF END OF LINE BLOCKING STADARDDENSITYSSEMBLY BE 95°'° STANDARDDENITYPER ASTM D698 IN-LINE BLOW OFF ASSEMBLY W3-00 W3-01 NOTE: r__ lc ----GALV. ELL 1. EMBED COPPER UNE IN TAMPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMPS I SIDES OF COPPER PIPE. AIR RELEASE/VACUUM GALV. NIPPLE 1 REMOVE AND DISCARD AFTER USE MJ PLUG 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" BREAKER VALVE I VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS, AS SHOWN IN VALMATIC MODEL 101 (1 ") 2" METER BOX WITH 1 1 EXIST. GRADE q•_p CAST IRON VALVE BOX COVER OR MODEL 102 (2") OR CAST IRON LID I DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED EQUAL 1 ISCH. 40 GALV. PIPE C2'X 4'X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2". I AFTER BLOW -OFF 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY I INSTALL MALE QUICK AMERICAN FLOW CONTROL THE ENGINEER L CONNECTION &CAP TRENCH ADAPTER EXIST. GRADE I OR AN APPROVED HOT -BOX POLY ROX EQUAL 4" APPROVED MODEL PHRI (1") WITH - , „ „ BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE WATER MAIN 4" X 3'X T CONCRETE PAD (FOR 1 I " PPE) COPPER EXPOSED TO 4" X TX T CONCRETE PAD (FOR 2" PPE) CONCRETE SHALL BE BRASS ELL -"-, LL MJ TAPPED CAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING TOBE 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO IN TYPE "K" COPPER TUBING DETAIL ACCORDANCE ORODANCE WITH MAIN WATER UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3-00 BRASS NIPPLE 4" END OF LINE � TAPPING SADDLE W/ CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 tiV3-03 W3-04 THRUST BLOCK NOTES: TEE SCHEDULE B (ft) 1. ALL CALCULATIONS ARE BASED ON INTERNAL inn too QST ft ft OLUME NOTES: PRESSURE 200 psi FOR 24" AND SMALLER 7. METERS AND VALVE BOXES SHALL BE PLACED CONC. CURB &GUTTER 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED E INNER DIAMETER PIPE. 4 6 8 5.1 1.5 2.5 0.3 FOR SINGLE SERVICE OR BETWEEN THE SERVICE SCHEDULE 10 12 11.111,513.510.6 SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS2. SHALL BE PLACED AGAINST UNDISTURBED 2.5 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR EARTH OR ROCK. 4.0 TO PRESSURE TEST LINE IMMEDIATELY AFTER THE 45° 6,8" 2.0 STREET CROSSINGS HAVE BEEN INSTALLED. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 0.9 3. MARK EACH SERVICE END WITH METAL "T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG, PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE 1.5 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN m APPROVED EQUAL. HERE. 1.5 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 0.8 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 2.0 INSTALLED WITH THE MAIN LINE CONSTRUCTION. 1.5 NOTE: 1.1 ; STRAIGHT BALL VALVE W/ PLUG p z (2 FOR DOUBLE SERVICE) _j 1-1/2" BALL VALVE O (FOR DOUBLE SERVICE ONLY) ---WMIN.----- - Ln z VIEW A -A o SEE TECHNICAL SECTION 33 12 ** FOR MATERIAL REQUIREMENTS 13 DOUBLE SERVICE O N LU BEND SIZE A (ft) B (ft) C (ft) E (ft) G (ft) USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED CONC. CURB &GUTTER 6,8" 5.0 1.5 1.5 HORIZONTAL THRUST BLOCK SCHEDULE 0.4 EQUAL BETWEEN CONCRETE BY THE CITY UPON PAYMENT OF FEE. 2.5 1.5 1.2 4.0 1.0 45° 6,8" 2.0 2.0 1.5 0.9 1.5 0.2 & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG, B. LOT CORNERS SHALL BE WITH A LATH 2.5. 1.5 1.2 2.2 m 22.5* 6,8" 1.5 1.5 1.5 0.9 0.8 0.1 2.0 2.5 1.5 UNDER THE SUPERVISION F A RPLS UPON 1.1 0.3 IL10,12" 6,8" 1.0 1.5 1.5 0.91 0.41 0.1 10,12" 1.5 1.5 1.5 COMPLETION OF CONSTRUCTION. BEND SIZE A (ft) B (ft) C (ft) E (ft) G (ft) VOLUME (c.y.) 90° 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 45° 6,8" 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5. 1.5 1.2 2.2 0.5 22.5* 6,8" 1.5 1.5 1.5 0.9 0.8 0.1 2.0 2.5 1.5 1.2 1.1 0.3 IL10,12" 6,8" 1.0 1.5 1.5 0.91 0.41 0.1 10,12" 1.5 1.5 1.5 THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS 7 TRENCH 1'-0" WATER 000,A 12" MIN. -24" MAX. STRAIGHT BALL VALVE 2' MI WITH PLUG (2 FOR s. DOUBLE SERVICE) APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE W MIN. A 1"TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) CORP STOP 1" TYPE K COPPER TUBING (SINGLE SERVICE 1.1a11 TYPE K COPPER TUBING (DOUBLE SER�ICE) 1-1/2" BALL VALVE WATER LINE SEE NOTE 1) FOR DOUBLE SERVICE ONLY) WIDTH I PIPE NEW AVATER SERVICE (SIIORTAAD LONG SIDE) X X W2-01 r,' E Tr ;:,•: ; • . .: THRUST STRUCTURAL BACKFILL AREA INCLUDES m w . 4 Q O ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, j ', •: DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (SEE PIPE DETAIL W4-02 - AREASTO BE PAVED) OR EXCAVATED 4' 2' 2' 2' SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS NEAREST BELL 2' JOINT T T PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF JOINT (TYP. MAX,MAKAX 6'8" TYP. MAX MAX 6'8" TYP. 6'8" TYP. MAX V 1 t• OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL EA. END) 1"MAX INNER AREAS) I LR. 1' 0" N. C bUTE POUR CONCRETE �E DIA. EARTH O AGAINST UNDISTURBED V NP SECTION' --X PLAN VIEW B/c "� 5' B„ rrP 1" MIN. cLR. C STEEL CASING w CARRIER PIPE CASING SPACER -0" L - - PULL -ON WATE TIGHT � � C�' •C '�`� I TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS SEAL W/ STN. STL. TO MAINTAIN 1" MAX CLR. OYyO�C �QJ �t PAVEMENT AREAS CLAMPS "APS" OR 30o T _ c; RUST- f a LUio �� l� O r „PSI" v� MAX mm ? I , B/C BAND CLAMP STEEL CASING AT SPRINGLINE I I • - ' SIDEWALK. NOTE: CASING SPACERS 8" WIDE BAND STAINLESS POUR AGAINST 5• ± 4 -RUNNER MIN. (THRU 24' DIA STEEL (TYPE 304) UNDISTURBED i ( CASING) OR 6 -RUNNER MIN. PROVIDE 4 EARTH I [24"-42" DIA. CASING) STAINLESS RUNNERS AT . NEOPRENE INSULATION SLEEVE �) STL.4; 8" WIDE BAND BOTTOM q5° BETWEEN PIPE AND BAND Wl P 1 W/ POLYMER RUNNERS; CENTERED W TU ZHRUSTBLOCK RESTRAINED FROM FLOTATION- INSULATED; LO ATMIN POLYMER RUNNER (TYP) ION;L' STRUCTURAL 'BACKFILL AREA INSULATED; "APS, INC., MOD S918" OR"CASCADE" TYPICAL HORIZONTAL CASING DETAIL THRUST BLOCK E2-00 Ew2-02 W2-03 0 e NOTE: NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE ( ITY GATE VALVE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION W/VALVE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION W/VALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO . 4: PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL T WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING MAIN. TEE OR TAPPING SLEEVE & VALVE MAIN. ASEREQUIREDLVE ENCASEMENT AS REQUIRED 2' -O" -MIN. - ENCASEMENT T-0" MIN. WATER LINE OPEN CUT OPEN CUT SHOULDER 'ARIES WATER LINE LIMIT LIMIT 5'-0" WIDTH OF AVEMENT WIDTH OF PAVEMENT MIN. MIN. t GATE VALVE 3'-0" MIN.SIDEWALK MAY GATE VALVE 3'-0" BELOW DITCH FLOW LINE.` BE OPEN CUT OR BORED AS a �+ DIRECTED BY )' STEEL CASING THE ENGINEER CARRIER PIPE AS REQUIRED CARRIER PIPE STEEL CASINGuqn �xr h TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING W4-00 W4-01 IF) SELECT MATERIAL ORIGINAL GROUND OR MATERIAL EXCAVATED FROM THE DITCH (WHICH IS FREE OF BOTTOM OF SUB -GRADE NOTES: ROCKS, LUMPS CLODS OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A 1. FOR BEDDING AND TRENCH/NG WITHIN ALL EX/STING MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY PAVEDAREAS, SEE DETA/LSFOR OPEN CUTSTREETS. ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN (Detai/s ST4-OO, ST4-Of, ST4-02). TH/SNOTEDOES >4 ii OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL NOTAPPLYTO STREETS BE/NG RECONSTRUCTED. r AREAS(ie PASTURES, EASEMENTS AND TO A 2' A SELECT MATERIAL ' ( o O 2. EVERY 100 FEET PROV/DEA WATER STOP BLOCK MINIMUM 6 98/o OF MAXIMUM DENSITY AS DETERMINED COMPOSED OF CEMENT SAND OR NAT/VE MATER/AL U ,� BY ASTM D698(STANDARD)A A E E S T MOISTURE CONTENT WITHIN i O SHL BE 6 FEET 0 DEPEND/NG ON EMBEDMENT. BLOCK SHALL OPTIMUM TO /o OF OPTIMUM UNDER NEW STREET AREAS QA SELECT MATERIAL ©CEM_ ENT STABILIZED SAND /NLENGTH. NO BEDDING SAND IN THIS AREA. AND STREETS TO BE RECONSTRUCTED. 8"-12" MAX. 8"-12" MAX. 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL © GRANULAR MATERIAL © (MANUALLY CONSOLIDATE ©(MANUALLY CONSOLIDATE BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS T OPTIMUM MOISTURE) AT OPTIMUM MOISTURE) FOR PVC PIPE. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE i OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC ® 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE MATERIAL AND WHICH, WHEN TESTED BY STANDARD 4^SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: q,. 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL MAXIMUM LIQUID LIMIT 45 PIPE UNDISTURBED SOIL PIP UNDISTURBED SOIL TAMPING. MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 \O.D� 70.- 6. RELATIVE COMPACTION SHALL BE TESTED IN THE MINIMUM PERCENT PASSING 3/4" SIEVE 100 \ PRESENCE OF THE CITY ENGINEER. PLACE METAL DETECTOR THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL 6" MIN MAX. TAPE AT A MINIMUM OF 24" 6" MIN./12" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR NDN -STRUCTURAL AREAS TO BE PA TIED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. © CEMENT STABILIZED SAND ORSZIZLL7S 7Y) BL 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY ARFAS PAVING OR PLATING PLACED AT THE END OF EACH RLC0N571?UC7ED WORKING DAY. CITY OF BRYAN BEDDING AND TRENCH FOR DI PIPE & PVC PIPE TheGooaLde, Tex-;ssyle. W4-02 1 GENERAL NOTES: { 'i ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS ISI PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SMALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DRAWN BYC.L.M. DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DATE: 08-01-12 VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. SCALE, N T S A I L EROSION CONTROL MEASURES SHOULD BE CLEANED OF SII LT AFTER EVERY RAIN. APPROVED: W. P K. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. FIGURE SHEET 1 OFh 2 cn z 0 • v, w _ SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES B LOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM B TTOM OF ANY PIPING APPARATUS OR METER WITHIN VAULT BASE(FLOOR) VAULT. SHALL BE STANDARD FIVE SACK CONCRETE MIX AND REINFORCING C CONSTRUCTED USING A COMPRISED OF #3 3• REBAR ON 12 INCREINFORCEDNH CENTERS WITH A MINIMUM BASE THICKNESS OF 61NCHES. I MECHANICAL JOINT PIPE. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. MODEL SIZE L1 W1 H1 WEIGHT_LBS DMC-CS3 3" 8'-8" 5'-0" 4'-6" 12,000 DMC-CS4 4" 8'-8" 5'-0" 4'-6" 12,000 DMC-CS6 6" 11'-0" 6'-0" 4'-9" 12,000 NOTES: NOTES: " '1 NOTES: NOTES: - C38 44-2-625 -1" 1 Service saddle, SS straps, CC threads 6 Swivel nut- C38-66-2-875 -1-1/2" NOTES: NOTES: _ 5 -1-112" _ 3/q" 1 Service saddle, SS straps, CC threads © Meter nippleO Installed per manufacturers 7 Brass all thread LP.S..1-112" threads 5 Meter box valve: 0 Service saddle, SS straps, CC threads © Swivel nut C38 66 2 87 1 Service saddle, SS straps, CC threads © Brass bushing IPS 1 x 1 Service saddle, SS straps, CC t Q S straps, s, C O Installed per manufacturer's threads 5 Meter box valve: - o - BA -13 4446-Q 1" Installed er man saddle, SS straps, CC5 = Ford An le St P installed per manufacturer's recommendations. ®Ball valve recommendations. All main types: 1 Service sa p O _ _ - 426 -1 Installed per manufacturers p O le Stop BA13 3 p s. All main types: Q Brass all thread LP.S. -1-112" 5 -Ford An p - g - 446 -1" recommendation yp All main types: Cambridge 800 Series or 7 Meter nipple - C38-23 2-5 3l4" recommendations. All main types: Installed per manufacturers g _ recommendations. All main types: 5A -Ford Straight Stop - B11 4 5A =Ford Straight Stop - B11-4446 1" r Smith Blair 317 Meter adapter -BBIM 66 -1-112" Cambridge 800 Series or Ford S701S90 0 Meter box and lid: Old Castle meter box, Cambridge 800 Series or Ford S70/S90 ®Meter adapter -BBIM 66 -1-1/2" recommendations. All main types: Smith Blair 317 -625 -1 ®M p yypp 6 Meter nipple - C38 44 2 Ford S701S90 g 8 Ball valve ClCI lid with Reader #36 2 Corporation Stop: Ford FB 1000-6-1-112" 9 Meter box and lid: Old Castle meter Smith Blair 317 � pp Q2 Corporation Stop: Ford FB 1000-4-1" � �, box, Cl lid with Reader #65 © Brass bushing IPS -1" x 3/4' 0 2 corporation Stop: Ford FB 1000-6-Q -1-1/2" .. 2 corporation Stop: FB 1000-4-Q -1" � P p� @ Meter box and lid: Old Castle meter O Corporation Stop: Ford FB 1000-4-1" Q Meter box and lid. Old Castle meter 3 Service tubing: Type Kcopper -soft-1-1/2" 2 Corporation Stop: Ford FB 1000-4-Q -1 O p p 8 Meter box and lid: Old Castle "meter box, box, CI lid with Reader as box, Cl lid with Reader #36 3 Service tubing: Type K copper - soft -1" O (J7 Meter nipple - C38-23-2-5 - 314" p ®Ball valve .. l� Service tubing: Type Kcopper -soft -1" Cl lid with Reader #36 � Service tubing: Type Kcopper -soft -1-112' 3 Service tubing: Type Kcopper -soft-1" O ®Ford male adapter - C84-66-1-112" 3 Service tubing: Type K copper - soft. I" 440 Ford male adapter - C84-44-1" ®Ford male adapter - C84 -a4-1" I� O ® Meter box and lid: Old Castle meter box, 4 Ford male adapter - C84 -66-Q -1-1/2" o CI lid with Reader #36 ® Ford male adapter - C84 -44-Q -1" Q 5 Meter box valve:. 05 Meter box valve: CUSTOMER ® Ford male adapter - C84 -44-Q -1 0 Meter box valve: Angle CUSTOMER 5 =Ford Sgr Stop - FV -43-6666 -1-1 /2" O5 Meter box valve: 5 = Ford Angle Stop - BA13-342W -1" VALVE MER 5A = Ford StraightpStopA B11 -444W1 1" VALVE 5A =Ford Str fight Stop - 811-6666 -1-112" VALVE 5 = Ford Angle Stop - BA -11-666W -1-112' 5A = Ford Straight Stop - B11 -444W -1' _ 5A = Ford Straight Stop - B11 -666W -1-112" YW, B CUSTOMERCUSTOMER g CUSTOMER 9 9 9 8 rze VALVE 8 VALVE 8 VALVE AW MY 8 8 4 6 0_7 10 4 5 6 4 6 4 5 6 3 5 3CUSTOMER" 3 3 5 3 CUSTOMER CUSTOMER VALVE VALVE VALVE 9 10 9 CUSTOMER 8 g CUSTOMER 3 g 9 1 2 3 8 1 3 8 [-VALVE 3 VA VE ME 3 8 VALVE 1 1 3 4 6 -- 7 4 fi 4 5A 6 7 6 ��— 4 COLLEGE STATION ITY OF COLLEGE STATION CITY F COLLEGE STATION TY OF BRYAN CITY OF BRYAN CITY OF BRYAN CITY OF CO 3 4"- C LE TAP 111 STRAI HT OR ANGLE TAP - 1-1 2" CI R AN GLE TAP / IGHT OR ANG / STRAIGHT OR ANGLE TAP - 3 4" 3/4" x 2.5" Long STRAIGHT OR ANGLE TAP - FLG. COUPLING ADAPTER NRS GATE VALVE ( YP-2) STRAIGHT OR ANGLE TAP - 1-1/2 i; wIFLG. SPOOL 1" x 2.625" Long C38-44-2-625 NRS FLG GATE MODEL DMC UIP. CO. C38-44-8-5 1-112" Meter Nipple VALVE(TYP-2) `: 113:, 1-1/2" Meter Bushing BBIM-66 APPROVED 3" OR LARGER COMPOUND C38-77 2" Meter Bushing ®p :� — '� m ;: METERS VAULTS &MATERIALS Installed manufacturer's re dations. ® Meter adapter - BBIM 77 - 2" ROD (TYP) APPROVED METERS - SENSUS SRH (U. S. GALLONS) O :-,:. �, .t• ,.:.: a ...;;....:.:::.::.:. :. . .:....<: _:.::.r.' APPROVED VAULTS - PARK DMC -BR PRE -CAST CONCRETE u ® Brass nipple I.P.S. - 2" x 3" SENSUS C2 OMNI FLG TEE TOUCH READ 1000 (TYP-2) VAULT W/ ADEQUATE ACCESS AND VAULT r GALLON w/STRAINER PLAN VIET'V DIMENSIONS FOR METER �1 NOTES: 1Q Service saddle, SS straps, CC threads SELECTED NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. METER SWIVEL NUT OR NIPPLE APPROVED MATERIALS - DUCTILE IRON PIPE WITH CONCRETE LID WI 36"x60" MECHANICAL JOINT. SET SCREW Corporation Stop: Ford FB 1000-7 (cc thread) - 2" Installed per manufacturer's recommendations. All main types: SINGLE LEAF GALVANIZED RETAINER GLANDS WILL BE STEEL HATCHWAY (H-20 RATED) BASED ON ALL M.J. FITTINGS. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. ANGLE STOP Q3 Service tubing: Type K copper - cu - soft - 2" box, Cl lid with Reader #65 DUCTILE IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS gO Meter adapter - BBIM 77 - 2" ALL SERVICE & EXTENSIONS ARE TO BE OR MATERIALS MUST BE SUBMITTED TO THE o Z = DIVISION MANAGER, WATER SERVICES, 72 HOURS 2 Q corporation Stop: Ford FB 1000-7-Q. p P� (cc thread) - 2" 0 PRIOR TO ANTICIPATED DEVIATION. ED INSTALLED WITH THE MAIN LINE CONSTRUCTION. WITH T TO BE REMOVED. 1-112" BALL VALVE (FOR DOUBLE SERVICE PIPSORTTEEL 03 -- (TYP) BED 12" SQ SUMP W/ CAST IRON © Meter box and lid: Old Castle meter 2" box, CI lid with Reader #65 4. EXISTING METER BOXES ARE THE NEW METER BOXES SHALL BE OLD CASTLE. GRAVEL GRATE AND OPTIONAL DRAIN WATER � METER ELEVATION VIETV CITY OF COLLEGE STATION F--� © Meter box and lid: Old Castle 12" METER VAULT ASSEMBLY T7CTI: nn �. NOTES: NOTES: " '1 NOTES: NOTES: - C38 44-2-625 -1" 1 Service saddle, SS straps, CC threads 6 Swivel nut- C38-66-2-875 -1-1/2" NOTES: NOTES: _ 5 -1-112" _ 3/q" 1 Service saddle, SS straps, CC threads © Meter nippleO Installed per manufacturers 7 Brass all thread LP.S..1-112" threads 5 Meter box valve: 0 Service saddle, SS straps, CC threads © Swivel nut C38 66 2 87 1 Service saddle, SS straps, CC threads © Brass bushing IPS 1 x 1 Service saddle, SS straps, CC t Q S straps, s, C O Installed per manufacturer's threads 5 Meter box valve: - o - BA -13 4446-Q 1" Installed er man saddle, SS straps, CC5 = Ford An le St P installed per manufacturer's recommendations. ®Ball valve recommendations. All main types: 1 Service sa p O _ _ - 426 -1 Installed per manufacturers p O le Stop BA13 3 p s. All main types: Q Brass all thread LP.S. -1-112" 5 -Ford An p - g - 446 -1" recommendation yp All main types: Cambridge 800 Series or 7 Meter nipple - C38-23 2-5 3l4" recommendations. All main types: Installed per manufacturers g _ recommendations. All main types: 5A -Ford Straight Stop - B11 4 5A =Ford Straight Stop - B11-4446 1" r Smith Blair 317 Meter adapter -BBIM 66 -1-112" Cambridge 800 Series or Ford S701S90 0 Meter box and lid: Old Castle meter box, Cambridge 800 Series or Ford S70/S90 ®Meter adapter -BBIM 66 -1-1/2" recommendations. All main types: Smith Blair 317 -625 -1 ®M p yypp 6 Meter nipple - C38 44 2 Ford S701S90 g 8 Ball valve ClCI lid with Reader #36 2 Corporation Stop: Ford FB 1000-6-1-112" 9 Meter box and lid: Old Castle meter Smith Blair 317 � pp Q2 Corporation Stop: Ford FB 1000-4-1" � �, box, Cl lid with Reader #65 © Brass bushing IPS -1" x 3/4' 0 2 corporation Stop: Ford FB 1000-6-Q -1-1/2" .. 2 corporation Stop: FB 1000-4-Q -1" � P p� @ Meter box and lid: Old Castle meter O Corporation Stop: Ford FB 1000-4-1" Q Meter box and lid. Old Castle meter 3 Service tubing: Type Kcopper -soft-1-1/2" 2 Corporation Stop: Ford FB 1000-4-Q -1 O p p 8 Meter box and lid: Old Castle "meter box, box, CI lid with Reader as box, Cl lid with Reader #36 3 Service tubing: Type K copper - soft -1" O (J7 Meter nipple - C38-23-2-5 - 314" p ®Ball valve .. l� Service tubing: Type Kcopper -soft -1" Cl lid with Reader #36 � Service tubing: Type Kcopper -soft -1-112' 3 Service tubing: Type Kcopper -soft-1" O ®Ford male adapter - C84-66-1-112" 3 Service tubing: Type K copper - soft. I" 440 Ford male adapter - C84-44-1" ®Ford male adapter - C84 -a4-1" I� O ® Meter box and lid: Old Castle meter box, 4 Ford male adapter - C84 -66-Q -1-1/2" o CI lid with Reader #36 ® Ford male adapter - C84 -44-Q -1" Q 5 Meter box valve:. 05 Meter box valve: CUSTOMER ® Ford male adapter - C84 -44-Q -1 0 Meter box valve: Angle CUSTOMER 5 =Ford Sgr Stop - FV -43-6666 -1-1 /2" O5 Meter box valve: 5 = Ford Angle Stop - BA13-342W -1" VALVE MER 5A = Ford StraightpStopA B11 -444W1 1" VALVE 5A =Ford Str fight Stop - 811-6666 -1-112" VALVE 5 = Ford Angle Stop - BA -11-666W -1-112' 5A = Ford Straight Stop - B11 -444W -1' _ 5A = Ford Straight Stop - B11 -666W -1-112" YW, B CUSTOMERCUSTOMER g CUSTOMER 9 9 9 8 rze VALVE 8 VALVE 8 VALVE AW MY 8 8 4 6 0_7 10 4 5 6 4 6 4 5 6 3 5 3CUSTOMER" 3 3 5 3 CUSTOMER CUSTOMER VALVE VALVE VALVE 9 10 9 CUSTOMER 8 g CUSTOMER 3 g 9 1 2 3 8 1 3 8 [-VALVE 3 VA VE ME 3 8 VALVE 1 1 3 4 6 -- 7 4 fi 4 5A 6 7 6 ��— 4 COLLEGE STATION ITY OF COLLEGE STATION CITY F COLLEGE STATION TY OF BRYAN CITY OF BRYAN CITY OF BRYAN CITY OF CO 3 4"- C LE TAP 111 STRAI HT OR ANGLE TAP - 1-1 2" CI R AN GLE TAP / IGHT OR ANG 10 "_7 4 5 6 9 8 1 2 1117. 2 8 11 VALVE CUSTOMER q 6 7 9 METER NUT SIZE / STRAIGHT OR ANGLE TAP - 3 4" 3/4" x 2.5" Long STRAIGHT OR ANGLE TAP - I" STRAIGHT OR ANGLE TAP - 1-1/2 C38-23-12 1" x 2.625" Long C38-44-2-625 v x 8.5" Long C38-44-8-5 1-112" Meter Nipple C38.66-2-875 1-1/2" Meter Bushing BBIM-66 F6 -U 1 C38-77 2" Meter Bushing W6-02 Installed manufacturer's re dations. ® Meter adapter - BBIM 77 - 2" W6-00 All main typer pes: Cambridge Series or Ford S701S90 ® Brass nipple I.P.S. - 2" x 3" APPROVED EQUAL. TO BE NOTES: 1Q Service saddle, SS straps, CC threads � Brass coupling I.P.S. - 2" NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. METER SWIVEL NUT OR NIPPLE METER BOX Corporation Stop: Ford FB 1000-7 (cc thread) - 2" Installed per manufacturer's recommendations. All main types: ® Swivel nut- C38-77.2" 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. ANGLE STOP Q3 Service tubing: Type K copper - cu - soft - 2" box, Cl lid with Reader #65 Smith Blair 317 gO Meter adapter - BBIM 77 - 2" ALL SERVICE & EXTENSIONS ARE TO BE ® o Z 2 Q corporation Stop: Ford FB 1000-7-Q. p P� (cc thread) - 2" ®Brass nipple I.P.S.PS- 2" x 3" INSTALLED WITH THE MAIN LINE CONSTRUCTION. WITH T TO BE REMOVED. 1-112" BALL VALVE (FOR DOUBLE SERVICE -► �- 03 Service tubing: Type K copper - cu - soft- © Meter box and lid: Old Castle meter 2" box, CI lid with Reader #65 4. EXISTING METER BOXES ARE THE NEW METER BOXES SHALL BE OLD CASTLE. ONLY) WATER � METER ® Ford male adapter - C84 -77-Q - 2" © Meter box and lid: Old Castle 12" — _ i — 4' MIN.— — — — 05 Meter box valve: round valve box #3RT 5; Ford Angle Stop - BA -11-777W - 2" 5A =Ford Straight Stop - B11 -777W - 2" © Brass nipple I.P.S. - 2" x 6"CUS VIEW A A 2 11 7 LVE DOUBLE SERVICE ° W 10 "_7 4 5 6 9 8 1 2 1117. 2 8 11 VALVE CUSTOMER q 6 7 9 METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 314" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 v x 8.5" Long C38-44-8-5 1-112" Meter Nipple C38.66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 ANGLE STOP MI . WATER METER METER BOX METER SWIVEL NUT OR NIPPLE I 1" NUMEX SDR -9 200 PSI PIPE 1-112" BALL VALVE OR COPPER PIPE (FOR DOUBLE SERVICE (2 FOR DOUBLE SERVICE) ONLY) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - 2" WATER SERVICE RECONNECTION W6-04 W6 -U3 CUSTOMER VALVE CUSTOMER VALVE CITY OF COLLEGE STATION. STRAIGHT OR ANGLE TAP - 2" W7-03 METER NUT SIZE STRAIGHT O - 3/4" x 2.5" Long STRA 314" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 W7-00 C38-44-2-625 1" x 8.5" Long W7-01 1-112" Meter Ni le C38-66-2-875 NOTES: addle,SSa' CO O Orehreads ® Swivel nut- C38-77 - 2" 2" Meter Nipple NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2" Meter Bushing BBIM-77 Installed manufacturer's re dations. ® Meter adapter - BBIM 77 - 2" 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN All main typer pes: Cambridge Series or Ford S701S90 ® Brass nipple I.P.S. - 2" x 3" APPROVED EQUAL. TO BE 3. ALL SERVICE & EXTENSIONS ARE 0 Corporation Stop: Ford FB 1000-7 (cc thread) - 2" ® Meter box and lid: Old Castle meter INSTALLED WITH TH THE MAIN LINE CONSTRUCTION. Q3 Service tubing: Type K copper - cu - soft - 2" box, Cl lid with Reader #65 4. EXISTING METER BOXES ARE TO BE REMOVED, ® Ford male adapter -C84-77- 2" ® Meter box and lid: Old Castle 12" round valve box #3RT THE NEW METER BOXES SHALL BE OLD CASTLE, U5 Meter box valve: 5 = Ford Anggle Stop - FV -43-777W - 2" 5A = Ford Sfraight Stop - B11 -777W - 2" Ball valve © Brass nipple I.P.S. - 2" x 6" Brass coupling I.P.S. - 2" CUSTOMER VALVE CUSTOMER VALVE CITY OF COLLEGE STATION. STRAIGHT OR ANGLE TAP - 2" W7-03 METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long 038-23-2-5 314" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-112" Meter Ni le C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 W7-02 METER SWIVEL NUT OR NIPPLE BMEETER ANGLE STOP Z 1-112" ALL VALVE o j RVID E O (LEFOR N Y) WATER METER -- — 4'MIN-------- VIETTV A A DOUBLESERVICE ° d: ANGLE STOP 1-112" BALL VALV (FOR DOUBLE SE ONLY) CITY OF COLLEGE STATION WATER SERVICE RECONNECTION BOXER METER SWIVEL " NUT OR NIPPLE I A TYPE "K" COPPER PIPE (2 FOR DOUBLE SERVICE) CE 1-112" X 1" BRASS WYE (1 FOR DOUBLE SERV.) 1101" hh c �C4x. •i. u u I CITY OF BRYAN The Good Life, 7 xas Style." I! DRAWN BY' C.L.M. DATE: 08-01-12 SCALE, N T S APPROVED: W. P. K. FIGURE: i SHEET 2 OF 2 MORN 79 court S its j a Whj5{Iin9 y Lot 38 Straits Or,V e - ipn :�.w`aEh + \ '` Point of Whistling -- f VoC`ab\e Est. Beginning - y \ 61°eeK Sy063/139) / / t geNati\o6�'139i , pebble _01 / C°� `50 1 30 \\ \ La \ Lot 39 ose / �rd,na9e \ ph / '\ \ Scale: 4„ W i022.4T \ \ 428.7 \ \ =60 g 80'26'0 _ �S�o- 107 11 '.�• 1., , \ 5ip� \ to College static„ lhon. 156 \ \ / C •- 1 1 G \ \ \(6063/ UbdNi 39) \ _,,,_... - -- �'o. �0' � G Lot 40 � y N •r72 p9'3 - ' . i-+ F�,.` , \ tt` CreeK 5063/1 Obi,' 'o r ��i RAWv e Sgt (\ Lot 53 `�� ' \-- i' • � no \ Cot 52 \ , -- 147,63 Zo P.0 E-i -'' J \ N G \ c rj 75.343 33� E f - - ' w w, + \� o \.� \ th 5m I �v atlab\e Ve oti,° k 13g) w ; , , ♦ \ \ �' �o �O� Co .. ♦ \ sa of 51 \ \ &Con LS 4�•33�Co \ l/' Lot 43 v"' m Lot 44 0 ,\ �''c,� �o \ / „ E 1 'o \ 10, p l) • Z 0 0.496 Ac. V) 0 0.564 Ac. I �,� 75.33'33 �" �� Lot 42Co N 219 N `) �`� Pr E & C.E.• •L„_ \ 0.455 Ac. r ' z 2 s -- \ \ �► 2622 - -"-� \ Lot 41 N Lot 45 - :7 0.454 Ac. 19.58, - o P v.E \ \ f -- E� 10• 1.502 Ac. \� Lot 49 \ 3" • /% C 1 n 219 \ �\ / \ 68 44 1\ / N / J L=35.56' Lot 48 /` \ Lot 54 0.\�� \ _ `.� ' \ \ \ J/ BOE• �•/ �� \ \ 0.580 Ac. o \ --- - G \`sW. PUE•� _ X101.2 1 217 \ C/ i �` 2� 34-43'- Lot 42 \ . - 6 08 / ' �` . \ \ C5 N „9\ 86 50 34 \ s •� a�,1 � X11 To � • \ oo N 04 ,-tey Pine t • L\ \ g 95 ; :.�- ,, ry ��• \ " ti s Coup R50 \ y- 7Z•2 �� / `°- .8'15 \ 50R•O.ly L _ 20 P.U•E. ` \\ C9 u �3 divisl° a E / Q �'� N 81 \ N 86'50'3 oK Ub 139) \\ \ - . o e 39 00 �' / \ 1�3 L=53.16 4 W 299.5 o S n 9 \79.87 \ $1 eK 63� •dth pros \ 50 95 �' P \3'E 4, /,� `L \ �r X12 1' _ C8 �\ - _ rt Cre (60 \ iobte w1 h _srn t. \ N 7 10 LO 8 ble .61 Var / t 5� 5 N 85'39'17" W ♦ \ \ atio 13g) \ _ , Peb & Cont," 5063/ \ "'^ , Z 0.651 Ac. N o 20 79 Pit Lot 41 \ `\ 1139 /.• �' "o o � so � r'o_ Lot 55 .� -0 0.406 Ac. / N 89 z71a E - 144.52' � .:�•-" , - 2 "� N� � � \ � \ 132.20 i Lot 68 / - \ - o .- _ ♦ y L4 Lot 49 Lot 48 � � 1 / No 0.438 Ac. / Lot 66 \ \ r� -ItN •on - - - - -. J Z N N 0.594 Ac. 11� o .3 4 Ac. i� 17 Lot 47 w --- - 0 4 0.4 Ac. A 3 diViyi 5) \ 6 \ ' Lot 6.9 f° \. / / 1 \ 5.00' N 82 59' 12_ I a z Cn r r ti cK Ub 3 \ `1' 12.33 '1 0' U' 0.399 Ac. w - Lot 46 6i�eei<. S 591 �2 \ : / �. °� / / No 00 0.438 Ac: `� �;�° 6� 58• 161.09 �� o z 1.066 Ac.�� / CV le Gree Peb ase 1 . 43 G / N : Lot 70 `P. �°cs M i L N , r/ --- r z Ph Lot 36 �• j / No 0 0.492 Aa L=26.43 O o, o (II 121.59'' 147.12: o _ _ 1 10.0 '_ - ♦ / JI, do / ? Lot 71 w� NAY e E I .. Lot 56 �, o ♦ / / 121.59 • - " � G`L o 17 � t" w � �N •1 � - " -...__ 1 17.90 -' `- - •--...._. _. 0 Q . 0.633 Ac. 9 5, R N 7 g• r 0.406 Ac. -- - 1 10.00' - P.U.E. ♦ / 10 \ \ . /G• DC°'' / �. x5`.�i�, . 0' - N 85• W 92.69' _ ! - ✓ / -1� 5 0 a„LO n - - 50 46" - 310. g _ - - Q/ V / O Q 1Q 2 Lot 72 1.Og'06 E C31 a I N 84'42'49" yy °'� w , s \ : 0.603 Ac. 85 Z 167.43' �� Lo WBlo r ♦ / / 66 1 09 06" E 40 8� 041.40 Lot0.462 t 50 i� `� ' • VIA 33 1 \ d 0.395 Ac. N Lot 51 - • ^� 0.379 Ac. f` Lot 52 ♦ J' / / in .`no 0.916 Ac. ♦ ♦ Lot 35 �y %9y.1 s \ - 0 219 ♦ / Lot 73 i \-' N 9 . \ ti / Lot 57 z s / / 13:78' ti 0.584 Ac. / ti$ M 6' . >6, `° 0 4 u �s > / v J6 Ac. lr� \ / gyp, g� / . C19 \ ? >' �\ / �'� 10' P. U.E. ,. oma, ,Oti' ti �S� o u �' _ - -, o Lot 63. \ Lot 64 0 5 P.u. h O �. e l� L 13 56.71 - - - E O.t • 216 S cj,, O, / \J .y0 0.336 Ac. 0.549 Ac. / N 6 C 13 1 10.00 --77 .32 N 85'60'46" ---- - Lot 74 -10 j ti �, ,a ti / 4 , e, w, of ,v / o / Bu//e �Qp ! / 0.560 Ac. / C 10 > S , 00 s ., ; a Q v Rock Co 1 'O. \� o0, \ / •J CSI L14 50' R L!/7` 0 / (, -�� Cj`1 c� / N Qi ` C16 O. W. 5 8 O 6o �, _ 0 N 85'50'46" ♦ /. Q J 47 , r / W 0 o Q • / (� Lot 1 0_ �' \ o o r,, ,gyp /• F \ \ 0.357 Ac. \ cp,\ �: / / 48.92' Lot 62 b h O \ \ Lot 5B / �' l 108.50' C� ♦ K5 i / / 0.291 Ac. \ / 0.427 Aa LINE TAB LE `�`• Lot. 75 / \.�� \ s,` ,�yoti,oo, .101, 19.57 b�o P / J LINE Ac. o BEARING DISTANCE 0, O� G \ \' ,�,`S8 Tia N ♦ O o ^� Lot 53 / " \ �.�/ D/ �- LOt 54 0 ♦ ?? L1 N 30'37'24 W 60.20' Lot 31 \ \ ` \ �/ ' / 0.406 Ac. .L 0.776 Ac. , / 0.339 Ac. \ y x• / / ry 221 ♦ / , L2 N 39'34'55" W 116.56' Lot 2 �o. ss; Lot 61 / / _ ♦ g Nem / / y �9. \ ® 0.341 Ac. C,. , 0.275 Ac. Lot 59 / / ♦ / / L3 N 49'43'20" W 114.84' C25 `��. h\ `�� • \ s ; 4' 0.379 Ac. / � ♦ �.� �`o 0,9. �� •`L �, S, 1 2 �. / 1 / L4 N 35'32 18 E 107.55' CA 4j S �� O d`. �� p,`L / i L5" , F, - O O oo. \b ho O. �h 5. js e, Q / /35 ♦ . Q • �. N 45'09 46 E 131.92 Lot 30 \ h a, �- , �L ry <N �. / h L6 N 47'46'31" E C,13 S , 0.275 Ac. `�� o. / 5 moo/ I 35,1 " `�` •�� 137.17 9 o `SSs p� C2 4 his, / i'�`f v / 3 W ♦ 1 / LtK 7 N 31'46' 11 " W 134-1.1 I / / 276 0 58, ss, k : \ Lot. 3 / 0` ` / 5 LS N 58'13'49" E 60.00' 69, G�6 _O.. • 1710" E• \ 0.,338 .Ac.. � Lot 60 / ♦ ` / L9 S 31'46 11 L-11.25 76 0.440 Ac. o0 ♦ 2p. Lot 26 N / " E 153.68' � !off/ p'�E \ 0.349 Ac. :..135.52 � � �, / Lot 55 � r "'o� joo ig od ; / j 0 31'46' 11 " W R , �j 801 Ac. / 41.93 L10 N / 222 S 76'12'28". W 80.23' Sk Vol Ps 011201520OR1''i5.1 11 bK N 76' 12'28 E 75 94' lot 29 /� / / too ,/ G\& S L13 N 7753'57" W 8.94' 28 0.478 Ac. / �� S /6� Qe Q D.y L=53 j / c33 0 >a ♦ �h 5.�p o�� L14 S 7753'57" E 13.23' Lot 27• / ,`L \° o� ° L15 S 31'46'11" E 60.65' +� Lot 56 ♦ / o 0.347 Aa ti F:• 6' 0.552 Ac. ♦ // oo Qt �� Filed for Record in: w j �. �o v♦� V TREE ARE® F 222 ♦ / �° °�a�oQ ES REQU L1 s S 31'46'11 " E 37.81' BR talUNT i �GO� \ 0>1 / �`j�, y0 / '% ♦ / �+� p % ♦ t o P `rk�9 srs,PQooa°��ao Qo��o�\ L17 S 83'49'19 E 45.50' On: Jul j_. iiiy jt Ill:.ir` tJ . s� ! G O ♦ 777 `� oJp 5 J f_ .. V G to e H y� P1 106 , Q �' Lot 57 ?� ♦. �• / v & ,bb j ,ra Remainder of , / 10 0.579 Ac. • s QO' / \ Lot 28 / o G\t� , � k _ ilo}_F�m?nt i1umber: 01.201520 \ 0.523 Ac. 76927 acre Tract 2-B I Pebble Creek Land Comoany 0�0 7 \ / V 11447, P.250 ti / / PLA T Amount O � '` Receipt Number 55 16 5', 0 �, •III �` r F 0.623 ALot B wO; >a / �R P tss I1ent,,tb,,n,, -•r ♦-$-./ \ �!�, /\•? 223 ♦ 3L-E220..CRHHK TATE =+:r,. %fli) for BRai70 \ � ir1TE OF TEXAS ---i`aTY _r \ .. .. / s h?r?b prt ii that this instrument wos \ / �• ...-t / " 3,i the date and time m? 5i �mP?d hereon bg m? / C3 di, '' W. �rL, $ SE filed an rh _ dat \ 7�� f7 v _ - . and wt d«l, recorded in the ;volume and Pot? \ / 29.545 ACR,C� ,,t the Offii3_in_ Publicrecordsoi'= LS T^ \.. LDi� 4 -58 BRt�?OS G011tdT' ` \ I BL OC 39, LOTS 54-75, SL OCA 43 as stamped hereon bj me. ID L OTS / -3 AND 26- 31 BL . N OCA 6 2 S. W ROBERTSON SU Jul 118,2111; SUR VD' A-2p 2 r COLLEGE STAT/ON BRAZOS COU�1/7Y TEX AS OF 2 SHEETS ! OCTOBER, 2013 SCALE-., J' = 60' Owner: Pebble Creek Land Company McClure� &Browne En ineerin 5102 Stonewater (Loop 1008 Woodcreek Dr., Suite 103 Surveying, Inc. College Station, TX 77845 College Station, Texas 77845 (979) 690-0992 (979) 693-3838 r-1 _M 10650017-fp.dwg IV STATE OF TEXAS c COUNTY OF BRAZOS We, Pebble _�1�Land Company owners and developers of the land o �% v p shown on this Plat, and designated. herein as the PEBBLE CREEK PHASE 7-C Subdivision to the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the ' public, forever, all s� streets, alleys- parks, 9reenwa s, infrastructure, easements, and public places °fP thereon shown for the purpose and consideration therein expressed. All such 9 dedications shall be in fee P simple unless expresslyrovided otherwise. P ' Owner _ I :.FIELD NOTES / V ClNI TY MAP, l that certain tract or parcel of land lying and being situated in the S.W. Being all P Y n9 9 W. ROBERTSON STATE OF TEXAS SURVEY, Abstract No. 202 in College Station Brazos Count Texas and being art of the SUR 9 '-= - - Y, 9 P , 927 acre Tract 2-B described in the deed from Pebble_ -Creek Development Com an to 76. P P Y COUNTY OF BRAZOS e Creek Land Company recorded in Volume 11447 Pae 250 O.R.B.C. and being more Pebbl P Y 9 ( ) 9 PY Y articular) described b metes and bounds as follows: Before me, .the undersigned authority, on this day personally . appeared v� s M • erso whose _ 0 known to me to be the person e BEGINNING: at a found 1/2 -inch iron rod marking the northeast corner of the said 76.927 name is subscribed -lo the foregoing, instrument, and acknowledged to me acre Pebble Creek Land Company tract, the east corner of Lot 38, Block 39, PEBBLE CREEK that he executed the some for the purpose and consideration therein stated. P PHASE 7-131 Subdivision as recorded in Volume, 5063, Page 139 (O.R.B,C) and being in the G'uen under my hand and seal on. this �'�lday of west line of the City of College Station Lick Creek Park tract recorded in Volume 488, Page 20 750 of the Brazos County Deed Records (B.C.D.R.) . GENERAL NOTES THI=NCE along the common line of the said 76.927 acre tract and the said west line of the 1. ORIGIN OF BEARING SYSTEM: ORIGIN OF BEARING SYSTEM: Bearings are Texas ktLCit of College Station Lick Creek Park tract for . the following two 2 calls: tate Plane Central Zone NAD83 datum based on 1994 Cit of College y 9 9 O S y" g Nota Public, ra os County,Texas Station GPS Control Monument No. 256 and No. 156 (S 38 16 03 E). Notary 1 S 3T 01' 33" E for a distance of 433.62 feet to a found 1/2 -inch iron rod for corner, Count Texas and • ) / 2. According to the Flood Insurance Rate Maps for Brazos y, andInc orporated Areas, Map Number 48041 C0350E, Map Revised May 16, 2012, 2) S 44' 58' 54" W for a distance of 1281.09 feet to a 1/2 -inch iron rod set for corner; a portion of this property is located in the Special Flood Hazard Area Zone THENCE: through the interior of the said 76.927 acre Pebble Creek Land Company tract for 3. Limits of the base flood as, determined by the project drain p ge report the following eight (8) calls: October, 2007 in accordance with the Cit of College Statio Drainage (October, & Design Standards, Y 9 CERTIFICATE OF THE COUNTY CLERK 1) N 45 00 57 W for a distance of 267.20 feet to a 1/2 -inch iron rod set for corner, 2 N 30' 37' 24" W for a distance of 60.20 feet to a 1/2 -inch iron rod set for corner, indicates base flood elevations determined in accordance' with the _ e re uirements of the Cit of College Station Stormwater ana ement STATE OF TEXAS 3) 41.12 feet in a counter clockwise direction along the arc of a curve having a central 23 q Y 9 9 angle of 94' 14' 26", a radius of 25.00 feet, a tangent of 26.92 feet and a long chord Ordinance. .COUNTY OF BRAZOS bearing N OT 32' 17" E at a distance of 36.64 feet to a 3/4 -inch iron pipe set for , : , the Point of Tangency, indicates minimum habitable finish floor elevations (N.G.V:D.) I Karen McO.ueen, Count Clerk to and for said County, do hereby certify 223 commensurate 'n°ith the requirements of the Cit of College Station Y Y Y Y 4) N 39' 34' 55" W for a distance of 116.56 feet to a 1/2 -inch iron rod set for corner, 9 y g a together wit its certificat uthentication was filed for r Stormwater Management Ordinance. that this plot t g r i 1 5) 449.42 feet in a counter -clockwise direction along the arc of a curvy having a central record m my office tna day of _ 20 m the angle of 28 27 10 , a radius of '905.00 feet, a tangent of 229.44 feet and a long - 9 9 9 Official Records of Brazos Count Texas m Volume I Ql chord bearing S 49 44 10 W at a distance. of 444.81 feet to a 1/2 -inch --}- 9 /2 inch iron rod _ protect Benchmark:. City.. rre College.: Station 1994 GPS .Control Monument Na set for corner, 256 based on Texas State Pl4ns?, Central Zone, NAD -83 datum. Elev: 274.91 fitness m hand and official Seal, atm office in Bryan, Texas: ' 6 N 49' 43' 20 W for a distance of 114.84 feet to a 1/2 -inch iron rod set for corner, y Y ry ) / (NAND 1988) 7) N 42' 45 01 W for a distance of 309.43 feet to a 1/2 -inch iron rod set for corner, ��2and 4. The building setback requirements are established by the City of College 8) N 35 31 31 W for a distance of 220.78 feet to a 1/2 -inch iron rod set in the Station Unified Development Ordinance. Coun y Clerk !� (�� southeast line o` Lot 35 Block 43 PEBBLE CREEK PHASE 7-A Subdivision as.recorded recorded in 5. All distances shown alongcurves are arc lengths, V v�.- g Brazos. County, Texas Volume 3591, Page 235 (O.R.B.C.); 6. Mo�umeontaRods, Unless otherwise indicated, all lot corners are marked with r THENCE: N 35' 32' 18" E along the southeast line of said PEBBLE CREEK PHASE 7-A. for a distance of 107:55 feet to a found 1/2 -inch iron rod for corner; O Indicates 3/4" Iron Pipe set O Indicates 1/2" Iron Rod found THENCE: N 45' 09' 46" E continuing alongthe said southeast line of PEBBLE CREEK PHASE © PK Nail Control Monuments set in Asphalt Pv t., . at 7=A for a distance of 131.92 feet to a found 1/2 -inch iron rod marking the east corner of Intersections and the radius of culdesacs. CERTIFICATE OF CITY ENGINEER Lot 36, Block 43 of said PHASE 7-A and the south corner of Lot 41, Block 43 of said PEBBLE CREEK PHASE 7-B1 Subdivision (5063/139); 7. Abbreviation: / y g �, .. C.A. - Common Area I, Cit Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat C.E. - Conservation Easement � THENCE: along the southeasterly line 'of said PEBBLE CREEK PHASE 7-61 Subdivision for the conforms to the requirements of the Subdivision Regulations of the City of College Station. following ten (10) calls: H.O.A. -Homeowners Association P.U.E. Public Utility Easement 1 N 47' 46' 31" E for a distance of 137.17 feet for corner, P.D.E. Public Drainage Easement „ V.W.P.D.E. Variable Width Public Drainage Easemen 2) N 89 27 18 E for a distance of 144.52 feet for corner, u " g P e flow of • 8.. No construction or fencing .shall impede, constrict, or .block th City Engineer 3) N 70' 50 39 E for a distance of 372.28 feet for corner, water in any _easement or natural drainage course including floodplain areas. City of College Station 4) N 68 44 53 E for a distance of 211.70 feet for corner, No privacy fences will be allowed within the floodplain. 5) N 75' 33 33 E for a distance of 140.33 feet for corner, 9. No modification of floodway is allowed including fill, landscaping or fencing. ' 6) N 31' 46 11 W for a distance of 134.95 feet to a found 1/2 -inch iron rod marking 10. All underground utilities within floodwa areas must be installed b bore. g y y the southwest corner of the Royal Adelade right-of-way, from whence City of College 11. Common Area to be owned and maintained by the Homeowners' A sociation. Station Monument No. 156 (1994) bears S 80' 26' 04" W at a distance of 3022.47 feet 12. Current Zoning: GS for reference Average Lot Size: 0.51 Ac. 7) N 58' 13' 49" E for a distance of 60.00 feet to a found 1/2 -inch iron rod marking ROW Dedication: 4.6 Ac. the southeast corner of said right-of-way, 13. The, Parkland Dedication for 3,630 dwelling units was made on Fe 8, 1988 CERTIFICATE OF PLANN NG AND ZONING COMMISSION 8) S 31' 46' 11" E for a distance of 153.68 feet .for corner, in accordance with the Special Warranty Deed of Parkland to t e City of �� Chairman of the .Planning and 9) N 75' 33' 33" E for a distance of 147.63 feet for corner, and College Station recorded in Volume 1029, Page 13, ZoningCommission of the Cit of College Station, hereby certif that the 10) N 72' 09' 31" E for a distance of 428.74 feet for corner to the POINT OF BEGINNING 14. Each lot will be required to provide a minimum of 2 trees of at east 2" in att e lot was dulyapproved b the gCommission on the da of and containing 29.545 acres of land, more or less, according to a survey made on the caliper or 1 tree of 4" In caliper per- Ordinance No. 3222. �P PP Y Y ground under the supervision of Kevin R. McClure, Registered Professional Land Surveyor, 20 State of Texas, No. 5650, in May, 2013. Origin of Bearing are Texas State Plane, Central Zone NAD 83 datum, based on 1994 City of College Station GPS Control Monument No. 256 and No. 156: Chairman _ Ett,,, �'; r �' TREES"t REQUIRED 111 ill_: E:, OE: 1?1C3 roti CERTIFICATE OF SURVEYOR AND/OR ENGINEER STATE OF TEXAS COUNTY OF BRAZOS L I, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in FINA PLA T OCTOBER,' 2073 SCALE.' 1" = 60' Owner: Surveyor: Pebble Creek Land, Company McClure & Browne Engineering/Surveying, Inc. 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 (979) 690-0992 (979) 693-3838 ;-- I MR91111111111111111111106500 t ?-fp.dvog i