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HomeMy WebLinkAboutSP2010-500273 (2)II II II I :3 II II z II z z II Vi II cr. < If II 11 w 0 0 0 co N 0 0 0 -Teil N 0 z co co 4-j E 0 0 m II , r / \ �/ / / dI \ �� P PHASE LINE 111 4;X 77 TP 286A 2 ra 2R345-- .56 TP 286.31 TP 286.66 Ile -284 TP 287.16 Jp J 287.20 00 171 C" /.08 3 co (n TP 287.22 Do I > TP 2 '.05//// F F 1.&84.00- EXISTING CURSING (TYP) A) Ft'� ,2850' i F / r�/j/ / �'V Q� V A 287.13 C 6)rti F 285. / ,; /r. FC 285. .47/ Ln 36% Tti 285.40 0.0y %0 .00, - 9 TP 287.31 cv IF 4(>.J.Qj IF FC 2 55.24-- /TP,287.13 F C 283.51 C 285.1 :.� // ` , ,/;; // TP TP 282.18 y 83. CD cm 286.93 TP rn 88.1 2 E FC 283.06 TP 2 F FC 2153.71 N, .6 - --------- .10 TP 287 G FC 282.75 -------- ------ --------- H FC 2133.74 < C 286.93 FC 2 257 I FC 2134.01 C 283.98 J FC 284.08 K TP 284.09 V 7 L TP 284.10 .-TP- 4.d5 M TP 284.36 TO cn \ ,, i 4� IN cc 0) in NOTES. ....... 1. CONTRACTOR SHALL REPLACE EXISTING PARKING SPACE PAINT STRIPING AS NEEDED. ; o ,t ;/ e I 2. REFER TO SHEET C11 SIDEWALK PLAN FOR BUILDING INTERIOR GRADING. 3. DUMPSTER AREA IS 6- LOWER THAN FF (285.00) AND SLOPES 2X TOWARDS GATES. 7-- TP 279.43,.----*,T-P 279.60 ip279.93 I TP 279.81 0000"AFC 282.53 B FC 283.12 000, C FC 283.21 D FC 283.46 TP 2,80.58 II is FC 80. 281.04 .4 FC 280. C 281j0 11 If FC 280.5h I TP 280.644 .-FA if :1 'rP 29-00 0 FC 280. 281 80 .04 C 281.ii; 1? 14, FC 280. OD C 2 ..'80 e, 11 / I. if TP .37 3. 6% 8 97' FC 8 280.82 FC 2804 L / 28(X95 T if 11 `:. ij `t,j j� ( I C 281.12 *6­��6 1 9 . 7 ............. II If 00 !I If le FC�/282.1 FC 280.� :28CF.5 II TP 280.431, 3.46% TP 280.35 j67. - IN, 87' Fq--2 IN F( vor� GRAPHIC SCALE 20 0 10 20 40 (IN FEET) 1 IN = 20 FT GRADING LEGEND TP 280.00 TOP OF PAVEMENT TW 285.00 TOP OF SIDEWALK FC 281.00 FACE OF CURB (GUTTER) TN 282.00 TOP OF GRASS SURFACE 280 PROPOSED CONTOUR -285---- w EXISTING CONTOUR - INDEX 281 EXISTING CONTOUR - INTERMEDIATE cu y AV r 1� 9� 011 Rp C, THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY FRANK G. HILL. P.E. #70154 ON MARCH 3, 2011. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. ORIGINAL DOCUMENT MATH SEAL. SIGNATURE, AND DATE IS ON FILE IN THE OFFICE OF THE ENGINEER AND IS AVAILABLE FOR EXAMINATION UPON REQUEST. 00 ba tn 00 rO o 00 kn 6 ��uauio�l�e ; F.- U o C14 0 cin (3 z ui O < uj 1 co" w WE IN 0z Z V) z 0:50:� 0 co z 0- < 40 Ew PP eow3id CL W 39142 80: 'R 0 0 F iFR6 • ( z L0 qq- 00 -Pb CO Z .j x F- 0 z Z 0 C) 0 Q J F- (,() F---� 0 LLJ 0- V) (.D 0 LLJ z LLJ 0 < N 0 N 0 ft 0 CL r < 0 3r. 0 0 LLJ Lu < cr- 0 V) m V) > < M 0 < L 64 Q;rc 0- ze % Iks- DATE: 3MAR1 1 CO3 u F- 0 U 0 N d- R o N L6 0 U 0 N 0 0 CD II I :3 it I I I I II I Z Z II II I u I I I I I Z II i Q jj I I I II I I Q II I II I I I n I I II I I I ( I I I E n I I II l II I I I i ii I I 1 11 I I II { i ( I I I I I `\� '• ii I I I \\ I I I n I � 1t I I I I I II ii I I ( I II �� I J I _ ► I I I f N3 '10 / I� / yle, lei ------ —��ss I el / l I i . ls. BUILDING IS TO BE SPRINKLERED AND IS BEYOND 150 �j FROM EXISTING FIRE HYDRANT; INSTALL NEW FIRE HYDRANT AS SHOWN FOR FDC BUILDING COVERAGE. 41 / — EXISTING FIRE RANT E-187 / ..................:....................:..............................................................................:....... .............. ... ........... ................. IN 6' FIRE LENGTHS (PI) SURFACI gV -19 LF J \ \ \ / , ; CAI Ny / ALL PARTS OF PROPOSED o • /'C f.' / '': _ .w.';........_. _` r.. _ € 4 LF 3' BUILDING UE WITHlN 300' OF ___......._. �...... PROPOSED .t � �, / .t •, _;;k HOSE LAY FROM SE ,,'' \ \ / .�/• % FIRE HYDRANT 1/4 BEND' vol� GRAPHIC SCALE 20 0 10 20 40 / / UTILITY W (IN FEET) I IN - 20 FT CONDUITS NTS 1/8 BEND, MJ U) NOTE 4 I �/ / PLACE CONDUIT WHERE SHOWN ON PLAN SHEETS. PLUG ALL ENDS WITH '� / CAPS. INSURE CAPS WITHIN 6" OF FINISH GROUND SURFACE. PVC ' �• CONDUIT SHALL BE SCHEDULE 40. BEST FIT CONDUITS AT LOCATIONS SHOWN ON PLANS; LOCATIONS SHOWN AS GENERAL INTENT. . / . � � . �.—�... -- _}—.......—. —.: • .,, ' NOTE 5 \ � O(i ; %'' • / so f / /• -? _ 0 .k`� NOTE 7 t UTILITY LEGEND 20+2 15oro o" 5oro'o" 12+50 J8 A-8 0 Y=: - JB 1 SGI A-7 "�' •> ,` ;' DS B-2 STORM DRAIN A 4 ' a `' NOTE 11 %' ,' ' 60L PROPOSED SANITARY SEWER LATERAL -•-•-•-2'W-•-•-•- PROPOSED WATER NOTE 3 / �' , , / "F PROPOSED FIRE 38 ' o / /v ; — — — — — uc — — — — — — PROPOSED UTILITY CONDUITS )RM DRAIN D PROPOSED COMPOSITE U71UTY CONDUIT SECTION -------UT --- - — PROPOSED UNDERGROUND TELEPHONE tA PROPOSED GAS o r N' CAN PROPOSED UNDERGROUND CABLE TELEVISION � - SGI 1��9 // ` � ,,'/ � •/ ; ___ _ PROPOSED STORM DRAINS ,59 U -e"w- EXISTING WATER 1 NEW POWER POLE 'Y_EG_ - . - - . _ EXISTING GAS 1RM DRAIN E STORM DRAIN J cn —8"SS EXISTING SANITARY SEWER 7.5' /' ��'� of — —EXISTING OVERHEAD ELECTRIC E' DS C-9 _ _,,co NOTE 9 / Try ----------- OE ----------- EXISTING UNDERGROUND ELECTRIC A2 Asa J-1 � � � � � c ' ti / •� ,;%' /.� •' / o• -� �P NOTES: -j---- "- q = H 2'. �� /FDC ;;/' / / Q l� SGI -1 A- / LOCATI NOTE 13 '� ./ / 00� 1. ADJUST EXISTING MH RIM FROM 280.33 TO 281.06; REFER TO DETAIL S1-03 ON SHEET C09 FOR LATERAL SGI C-� / �? CONNECTION TO EXISTING MANHOLE. _.. 2. ALL ALIGNMENT ANGLES ARE 1800, 907, OR 45' UNLESS OTHERWISE NOTED. -JBS ..�8 � .; " �ti� + j �Avl Q� 3. CONTRACTOR TO INSTALL FITTINGS AS NEEDED TO AVOID PROPOSED UTILITY LINE CONFLICTS. I -. E '¢ NO c�� � �/ % �P�JOAFITTINGS SHALL HAVE MEC4. ALL FIRE HANICAL RESTRAINING JOINT ASSEMBLIES RANT SHALL HAVE THRUST BLOCKING BEINAPPROVED BYAIL THE ENS GNEER FOR EET . PIPE ANY PIPE II 1S PROPOSED PUE N / 1? �C, / ; ry SGI I-1 v / JOINT WITHIN 10' OF SAID FITTING/VALVE/HYDRANT. a / ,'�• / / P� PQ' �0 5. REFER TO SHEET C15 FOR CALL OUTS 1 AND 2. L,� Z Z ��- 6. PROPOSED 10' PUBLIC UTILITY EASEMENTS (PUE). " _ / ,;' / / ; 7. REFER TO SHEET C09 FOR SANITARY SEWER PROFILE DATA, LINE SIZES, SLOPES, FITTINGS, ETC. �? a =130'56 50 / / /' 8. REFER TO SHEET C13 FOR STORM DRAIN A TO I PROFILE DATA, LINE SIZES, SLOPES, FITTINGS, ETC. 9. 2'x4' PLASTIC PULL BOX, CENTERED IN SIDEWALK. COORDINATE WITH VERIZON POC FOR SPECIFICTYPE, CONTRACTOR / TO PROVIDE AND INSTALL 10. 3'X5' PLASTIC PULL BOX, PROVIDED BY CSU, INSTALLED BY CONTRACTOR. TOP OF BOX SHALL BE 1" ABOVE FINISH EXISTING CURBING (TYP) GROUND. ORIENT LONG SIDE TO DEAD END EXTENSION. \ RELOCATE EXISTING ` , �-0� _ /' ; 11. PROPOSED 6' PUBLIC WATER MAIN MATERIAL TYPE TO BE PRESSURE CLASS 200, DR 14, AWWA C-900 OR C-909. LIGHT STANDARD / '�\ _ -=r_;;� ' ,'/ ' 12. 2 GAS SERVICE LINE TO BE BORED UNDER DRIVELANE BY ATMOS ENERGY. 4 13. FIRE DEPARTMENT CONNECTION: WALL MOUNTED DEVICE AS PER CITY OF COLLEGE STATION FIRE MARSHALL • FROM A. TO B APPROVAL; REFER TO MEP PLANS FOR CONNECTION DETAILS. __..__.----.-------..__------------------_--_----.-_-__ .- 6 9 tir // / / CAN AND TELE CONDUITS TO BREAK \ \ \ _-------------7..1 AWAY AND CONNECT TO SERVICE ON \ POWER POLL 'X'; CU2 TO EXTEND TO NEW POWER POLE 'Y. UTILITY POINTS OF CONTACT POC : \\ \` \\\\\,.� \`\�� � \\\�� ,''/ ,,'' •/ EXISTING POWER POLE 'X' TELEPHONE: VERIZON, BRENDA VAJDAK, 979-821-4770 \ \ k "_ t ELECTRIC: COLLEGE STATION UTILITIES, SAM WEIDO, 979-764-6314 [��y�`� CABLE TELEVISION: SUDDENUNK, CHRIS GOOTEE, 979-595-2429 \ \ \ \ ' `ma c < � Y fir i r [r GAS: ATMOS ENERGY, KIMBERLY WINN, 979-774-2506 \ \ 2011 C O L I. Y•E h. \ \ \ / /• ^'Flank I�••- F".£aI FIRE PROTECTION PARAMETERS The proposed building Type' is V-B with a size of 10249 SF. With a 50 % reduction for proposed \ \ \` \ \ ;; / / sprinkler system the site flow requirement as per Table B105-1 IFC 2009 is 1375 GPM @ 20 PSI. UTILITY LOADINGS TABLE MINIMUM WATER DEMAND: 4382 GPD MUM WATER DEMAND: 17528 GPD j AVERAGE WATER DEMAND: 75.3 GPM MAXIMUM SEWER LOADING: 8764 GPD THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY FRANK G. HILL, P.E. #70154 ON MARCH 3, 2011. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. ORIGINAL DOCUMENT WITH SEAL, SIGNATURE, AND DATE IS ON FILE IN THE OFFICE OF THE ENGINEER AND IS AVAILABLE FOR EXAMINATION UPON REQUEST. �o N �o Go a� N 00 � 00 E� o 1 O N_ to ej v O � s~ N M 00 1 �pStrUCfjo� z +I > •, � A � w �C-4 ��vaaiaol�� W z 0 0 C� N en CL4 vl y F G4 M aN�N o m S ?� N N �2F-. o_ O �ZW' YJ ZW2CS S o� W&<iEw W=2o� W � W T .- N 17 •d � �� iE Z U Z L0 w 00 U) Z ...J 0 G 0 V) w 1 W � z - F— (f ) 0 L.Lj V) �- C7 0 W = Q= Z w 0 N (n U N 0 r Q 3::0 0 W w � U (n > U w Q M i U N � L J N r db— Itj LL i 0— 0 ' Q.• :Z DATE: 3 MAR 11 1 11 NOTES: 1. REFER TO NOTES ON SHEETS CO3 AND C10. aA2. NOT USED. 3. SIDEWALK DRAIN, REFER TO DETAIL THIS SHEET. 4. 9'x6' BIKE RACK, COLLEGE STATION STANDARD. 5. SIDEWALK, REFER TO DETAIL 4, SHEET C04. 6. ALL SIDEWALK SLOPES ARE < 5% RUN, AND < 2% CROSS FALL 7. ALL SIDEWALK RADII ARE 3' UNLESS OTHERWISE NOTED. 8. 10'x10' MECHANICAL PAD, 6" PCC fc = 3000 PSI, #4 REINF 0 12" OCBW, 6"x 12" TOEDOWN, PAD ELEVATION: 284.75 ALL SIDES; ELEVATION 284.50, 5' AWAY FROM WALLS. 9. SINGLE ADA RAMP, REFER TO DETAILS ON SHEET C12. 10. 3 EACH 6" PIPE BOLLARDS, REFER TO DETAIL 6, SHEET C04, 2' FROM CURVE EDGE. 11. 2 STEPS, REFER TO DETAIL 8, SHEET C04. GRAPHIC SCAU REFER TO C10 FOR SLAB ELEVATIONS IN KEG do MISC f. 10 o s /0 20 AREA; DUMPSTER AREA IS 6" LOWER THAN ADJACENT SLAB. ...^ i ;f A TN 283.67 ��� B TW 283.95 ^...` 1 IN= 10 FT s © 5'X 5' LANDING FOR ADA RAMP f' 283 , 1 A n A + Tw zs3 Tw 2845'°a` 284.8 - GRADING LEGEND TP 280.00 TOP OF PAVEMENT TW 285.00 TOP OF SIDEWALK TG 281.00 TOP OF GRATE INLET TN 282.00 TOP OF GRASS SURFACE 280 PROPOSED CONTOUR 285........ ......• EXISTING CONTOUR - INDEX 281 ••••• •••••..... EXISTING CONTOUR - INTERMEDIATE TP 285.00 C�g TN 284:67 TN 284.67 z C04 N U 0 c 0 N 00 M. H N r.; 00 A SIDEWALK COORDINATE DATA •, E'' C M # Northing Easting Elevation`, N U 0 4, 4000 10228.0565 10006.8114 283.96 �>� �p 0 � { 4001 10256.2859 10017.0141 283.96 Q 4002 10173.5977 9996.9538 283.55 4003 10151.4844 9993.4135 283.90 C7 C4 4004 10167.5702 9986.5878 283.47 '.•• 4005 10167.2624 10024.7796 284.96 4006 10234.9429 9987.7577 283.55 4007 10231.5439 9997.1623 283.75 ' 4008 10235.4872 10113.8121 285.90 £ 4009 10233.2434 9992.4600 283.65 > N 4010 10167.7850 9998.3267 283.5300 M 4011 10200.2202 10006.5758 283.55 i 4012 10237.1867 10109.1098 286.00 �StTUCfj� 07 p ' 4013 10263.1723 9997.9605 283.55 f CA pA z p M 4014 10254.2964 10120.6102 284.90 fir, •> ss 4015 10255.9959 10115.9079 284.90 .`f $ :+ W C14 4016 10259.0551 10107.4437 284.45 4017 10170.4750 10005.5937 284.69 ` m 4018 10172.1746 10000.8914 284.69 4019 10269.0393 10111.0523 283.92 p Q 4020 10275.6408 10104.5552 283.96 ` C) N x 4021 10271.8789 10103.1956 283.96 4022 10198.5498 10088.0346 284.67 4023 10191.0261 10085.3154 284.67 4024 10221.5194 10016.8540 284.96 o 4025 10211.8013 10013.3416 284.96 z Z. > 4026 10203.6193 9997.1712 283.45 a '''-'' 4027 10215.4977 10003.1141 284.85 4028 10227.7874 10007.5559 284.90 4029 10164.9530 9993.8294 283.55 a 5 4030 10271.6365 10001.0196 283.77 ',dv 4031 10165.8707 9991.2901 283.52 ; iy '� O R F- P O 4032 10152.1640 10042.8040 284.79 4033 10165.0929 10005.7751 284.79 = R Z o N 4034 10169.7952 10007.4746 284.79 !` i g 4035 10159.2685 10021.8904 284.79 i Yz TE g !aJ 4036 10163.9708 10023.5899 284.89 m a Y 4037 10165.7727 10003.8942 284.69 4038 10167.4723 9999.1919 284.69 4039 10172.4873 10000.0262 283.53 o m iF 4040 10168.8954 9995.2543 283.55 7d w 4041 10224.4267 9994.5901 283.75 < Rw-€ ? 4042 10226.1263 9989.8877 283.65 ',00 4043 10274.5007 10107.7096 283.88 ;' 3= w a F 4044 10218.7840 9992.5506 283.65 4045 10216.2530 9991.6359 283.55 W 4046 10220.2000 10004.8137 284.85 Z �ir� ww 4047 10220.9537 9988.0183 283.55 a 4048 10225.6560 9989.7178 283.55 w �i a: 4049 10227.3555 9985.0155 283.55 ; i a n y 4050 10222.1830 9983.1460 283.55 v,�F 4051 10220.4835 9987.8483 283.55 4052 10259.7733 10007,3651 283.75 ! 4053 10312.8597 10015.9187 284.87 ; 4054 10304.5131 10012.9020 284.65 Z r 4055 10268.2374 10010.4242 283.97 :° r 4056 10213.0239 10000.5702 283.55 ; • 4057 10272.8012 10112.4119 283.86 U 4058 10270.7389 10106.3500 283.92 C 4059 10256.0523 10101.0419 284.45 4060 10254.3528 10105.7442 284.45 - w �- 4061 10260.7546 10102.7414 284.45 �,( , 4062 10249.5941 10118.9106 284.90 w 4063 10251.2936 10114.2083 284.90 / ^ 4064 10197.3986 10100.0460 284.43 00 v , ' 4065 10184.2321 10095.2873 284.43 ? 0 4066 10199.0981 10095.3437 284.53 ` 4067 10185.9316 10090.5850 284.53 z 4068 10197.2964 10091.5026 284.60 �• ° 4069 10189.7727 10088.7833 284.60 `: Q 4070 10173.5183 10091.4151 284.26 J 4071 10175.2178 10086.7128 284.36 X O 4072 10168.8160 10089.7156 284.18 4073 10170.5155 10085.0133 284.28 C !` 4074 10141.5318 10101.1206 283.76 L w 4075 10160.5626 10074.3052 284.86 `• 4076 10152.3711 10071.3446 284.96 �, ` ' 4077 10297.2813 10044.6793 283.96 s O 4078 10293.5195 10043.3196 283.96 `. a 4079 10301.1141 10022.3066 284.45 :' O 4080 10297.6567 10031.8727 283.94 J > 4081 10300.7387 10035.1132 283.94 Z 4082 10296.9769 10033.7536 283.94 4083 10309.4607 10025.3233 284.67 , ^ �- 4084 10301.4185 10033.2323 283.94 V J 4085 10159.7562 10045.5480 284.96 ,z 4086 10304.8759 10023.6662 284.45 4087 10172.7886 10078.7239 284.36 O W r {O 40B8 10177.4909 10080.4235 264.36 ^� 4089 10171.0896 10083.4248 284.30 r 4090 10146.9078 10086.4606 284.96 `;uj 4091 10155.4646 10088.4106 284.86 r 4092 10145.2034 10091.1611 284.86 ' J 4093 10143.5039 10095.8634 284.34 -j 4094 10153.3998 10094.1235 284.76 O 4095 10167.5702 9986.5878 283.47 W N 4096 10150.6721 10076.0454 284.96 �; U N4097 10158.8636 10079.0060 284.86 4098 10167.7850 9998.3267 283.53 uj 4099 10158.5276 9988.6362 283.33 ' w L.L. ' 4100 10160.2272 9983.9339 283.33 ; Q O f 4101 10155.5249 9982.2344 283.33 O 4102 10153.8253 9986.9367 283.33 ^� e1AQ 4Ai C0 1097 000= 41n1 0" AA DATE: 3MAR 11 cil rn ..v L� W, O N L0 O (0 N U Q1 0 i U) C E U O 0 I~ 0 M ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4500 psi. REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60, A706 GRADE 60 OR A497 GRADE 70. BAR BENDING AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARDS STANDARD STRUCTURAL DESIGN IS BASED ON AASHTO HS 20 WHEEL LOADING WATER TABLE IS AT 3'-0" BELOW GRADE FOR STANDARD STRUCTURAL DESIGN THE STANDARD DESIGN IS BASED ON THE TOP AT ANY ELEVATION BETWEEN FINISHED GRADE AND 5'-0" BELOW GRADE. THE STRUCTURE SHALL BE PLACED ON A COMPACTED GRANULAR BASE TO INSURE UNIFORM DISTRIBUTION OF SOIL PRESSURES. SPECIAL DESIGNS BASED ON OTHER LOADINGS OR DEEPER INSTALLATION DEPTHS ARE AVAILABLE ON REQUEST. PIPE OPENINGS CAN BE PROVIDED IN THE SiZE AND LOCATIONS REQUIRED. 0 6: TOP SECTION PERSONNEL OPENING SIZE OR CAST IN RING AND COVER AS REQUIRED BY CUSTOMER SEE NECK EXTENSION AND COVER DETAILS FOR FEATURES AVAILABLE. Ir�l BOTTOM SECTION MAXIMUM WIDTH OPENING IS 1 48" MAXIMUM WIDTH IN ADJACI 55-J ®l�'e Precast FILE NAME: 55J2D.dwg 1900 R111ing Road Son Antonio, TX 78214 ISSUE DATE: March, 2005 Phone: (210) 923-4523 Fax: (210) 921-0473 wvw.oldwt%u.wmbxb.00m MINIMUM EXCAVATION 8'-0"x8'-O" 51-011XV-011 2-PIECE JUNCTION BOX ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4500 psi. REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60, A706 GRADE 60 OR A497 GRADE 70. BAR BENDING AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARDS APPROXIMATE NECK EXTENSION WEIGHTS 6" 450 LBS. 12" 850 LBS. 18" 1250 LBS. 24" 1650 LBS. OPTIONAL FEATURES INCLUDE INSERTS FOR STEPS OR UNISTRUT FOR STEP MOUNTING. N36D CKdeim!e Precast FILE NAME: N36D.dwg 1900 Riliing Rood San Antonio, TX 78214 ISSUE DATE: March, 2005 Phone: (210) 923-4523 Fax: (210) 921-0473 www TRENCH EXCAVATION SAFETY PROTECTION m ,..r M R1" Rn~ • 36" DIA. NECK EXTENSION Ieea 0 a .w Aa R1fb Row"d Contractor and/or Contractor's Independently retained employee or structural design/geotechnical/safety/equipment consultant, if any, shall review these plans and available geotechnicol Information and the anticipated installation site(s) within the project work area In order to implement Contractor's trench excavation safety protection systems, programs and/or procedures. The Contractors implementation of the system 's programs and/or procedures shall provide for adequate trench excavation safety protection that complies with as a minimum, OSHA standards for trench excavations. Specifically, Contractor and/or Contractors Independently retained employee or safety consultant shall Implement a trench safety program in accordance with OSHA standards governing the presence and activities of Individuals working in and around trench excavation. OPENING WITH 1/2" DIAMETEP-1 DESIGN LOADING AASHTO H-20 WHEEL LOAD } H-20 P1h.ne,.:""(210) Oldcastle Precast FILE NAME: GLH2ORCO2.dw-, ing Road Son Antonio, TX 78214 ISSUE DATE: March, 2005 923-4523 Fex: (210) 921-0473 wwwAkk=dPummntmIox m #4 BARS O 8` (TYP) EXTERIOR WALL OF14 BARS ®8' CONCRETE STRUCTURE (AS 18« PIPE FLUSH WTH INVERT nA'-7'-r 11C" M=0 01 AAIV BAR +CES TYPI ;AL SIX PLACES RADIAN APPROXIMATE WEIGHTS CAST IRON FRAME - 160 LBS. CAST !RON COVER - 200 LBS. H-20 MANHOLE FRAME AND COVER C.vv* m 7000 0 0W .A" ....r'u p'.- Rw•rr.d EXTERIOR WALL OF CONCRETE STRUCTURE 3' PROTRUSION & GROUTED SHAPE INVERT SLOPE W/CONCRETE FILL CONCRETE COLLAR PROTRUDING PIPE NTS IS FOR DROP N01ES: STRUCTURES ONLY 1. CONCRETE SHALL BE fc-3000 PSI O 28 DAYS. 2. ALL EXPOSED EDGES SHALL BE CHAMFERED 3/4-. 3. REINFORCING STEEL SHALL BE NEW BILLET STEEL, INTERMEDIATE GRADE, ASTM A-15. DEFORMATION SHALL CONFORM TO CONFORM TO ASTM A-305. 4. ALL DIMENSIONS RELATING TO REINFORCING STEEL ARE TO THE CENTEP OF BARS. 5. ALL BARS INTERCEPTING MANHOLE OPENINGS REINFORCED CONCRETE PIPE MALL BE FIELD-CJT. 6. WHERE LAPPING OF BARS IS REQUIRED. A MINIMUM LAP OF 33 DIAMETr RS SHALL BE USED. 7. INVERT OF JUNCTION BOX TO BE SHAPED WTH CONCRETE FILL (3000 PSi MN.) TO EFFECT DRAINAGE TO OUTLET PIPE. STORM DRAIN A TO I PROFILE DATA o STORM DRAIN A Location Pt STA L 5 DtA Pipe Inv Out Drop Inv In Rim Depth MISC (LF) (IN) (ELEV) (VF): (ELEV) (ELEV) (VF) JS A-1 10+00.00 263.90 ':?,a 267.23 2,31.33 17.43 JS A-1 55J 5'x5' Junction Box 47.91 8.00°;yS 8 PVC: JB A••2 10+47.93 271.06 0.00 271.06 252•32 11,26 12" JunG:tlen Fitting wtCap 43,r5 2:.(X11% 8 PVC JQ A-3 10+94.19 27199 0.00 271.99 2f33.63 11.fAt 12" Junction Fitting w1Cap 35.35 2.(Xl;A 8 PVC JB A-4 11+30.54 272.72 0.CQ 272.72 2P,3.36 10.64 12" Junction Fitting vilCap 3150 2.CC, 8 PVC JB A-5 11:+62.04 2; 3:35 0,00 273.35 233.50 10,15 12" Jut'1.^,tion Fitting w/Cap 06.67 2,00% 6 PVC JB A-$ 12+28.71 274.6S 0.00 274,68 :284.60 9,32 12" Junction Fitting w1Cap 12.34 2,V A 8 PVC SGI A-7 12+41.01-- .27493 0.00 274.93 .281-24 6.31 15" Junction Fitting w'Grate 8 PVC JS A-8 12+77.41 275.66 0.00 275.66 43.67 e.01 12' Junction Fitting w/Cap iQ.81 2.00?�e rs PVC SGI A-9 13+16.32 .276.44 &1.1 <. 6.73 15" Junction Fitting wfGrate STORM DRAIN B Location P€ STA L S DIA Pipe Inv Out Omp Inv In RIM Depth MISC (LF) (gym) (IN) (ELEV) (V}~), (ELEV) (ELEV) (VF) JB A-5 20+00,DD 273.35 0.00 273,35 283,50 10,15 12" Junction Fitting w1Cap 5.34 2.0117 6 PVC JB 8-1 20+05.34 2731,46 0.00, 273,46 283.60 10.04 12" Jt=tion Fitting wiCap 20.23 2.Wj% 8 PVC DS S-2 2:?+25.57 273,86 - - 284.00 10,14 Downspout Connect€an STORM DRAIN C Location PI STA L S DIA Pipe Inv Out. Drop Inv In Rim Depth MISC 'LF) ("fr:) 0N) (ELEV) Nt j (E LEVI {Eli"V) (VF) JS A-3 30+00.00 271,99 0.1y) 271,99 283.63 11.64 12 Junction Fitting wiCap 8 PVC is C-1 30+33.42 272.66 6 OA 272.65 -263.84 11.18 12" Junction Fitting w/Cap 41.A4 10.00`'i:, 8 PVC JB C-2 3,0+75.26 276,84 000 276.84 2$4.14 7,30 12" Junction Fitting w1Cap 30.71 ;:.0<,Af: 8 PVC JB C-3 31+05.97 277L45 0.00 277.45 2PA. 02 7.47 12" Junction Fitting w/Cap 32.02 2,(rlis E PVC JB C-3A 31+37,99 278.0-ID C,V,) 278,09 2,34.45 6.36 12" Junction Fitting w/Cap 22,55 2.0E''.c 8 PVC JB C-4 31+60.54 278.54 O.W 278.5A 2ri4.. ;1+ 610 12" Junction Fitting w/Cap 17,8.1 2.00. 8 PVC JB C-5 31+78.35 278.90 0.00 278,90 ?84.2€3 5.38 12" Junction Fitting w1Cap 30. r, :7.r) 8 PVC JB C-6 321.08.44 27 9, 50 0.0€ 279.50 283.12 3.62 12" Junction Fisting vilCap 5. <8 2.cvllz 8 PVC SGI C-7 32+14.82 279.63 0.rX4% 279.63 44.38 4.75 16" Junction Fittinq wfGrate 17.F,C� 2.001?, 8 PVC DS C-8 324-32.42 279,98 - 2.:4,00 4,02 Downspout Connection STORM DRAIN 0 Location Pi STA L 5 DIA Pipe Inv Out Drop Inv In Rim Depth misc (LF) (EN) (ELEV) (VF) (ELEV) (ELEV) (VF) JS A•3 40+00.00 271.99 0,00 271,99 2a�,3.53 11,64 12" Junction Fitting yr/Cap r qqn 1;0,00% 8 6 �e PVC DS D-1 40+26.38 274,63 - - 2€ya.60 10.37 Downspout Connection STORM DRAIN E Location PI STA L S DIA Pipe Inv Out prop Inv In Rim Depth Mist (LF) (0/0) (€N) (ELEV) (VF) (ELEV) (F-LE1O (VF) JB C-1 50+00.00 .272.66 0,rPf 272,66 283.84 11.1E 12" Junction Fitting w/Cap �F,,59 i:0.00?C 8 PVC DS E-1 50+26.59 275.32 - - NZ1 0.0 9.68 Downspout Connection STORM DRAIN F Location PI STA L S DIA Pipe Inv Out Drop Inv in Rim Depth Misc (LF) (%) (IN) (ELEV) (VI-) (ELEV) .(ELEV) (VF) JS C-3 60+00.00 277.45 0,0-3 277..45 284,92 7.47 12" Junction Fitting wiCap 8.rs7 10.60?, 8 PVC DS F-1 60+08.67 278.32 285,010 6.68 IDmntspout Corinettion STORM DRAIN fir Location PI STA L S DIA Pipe Inv Out Drop Inv In Rim Depth Mist (LF) (%) (IN) (ELEV) NF) (ELEV) (ELEV) (VF) J6 C•4 70+00.00 278.54 0,0"g 278.54 264.64 6.10 12" Junction Fitting wiCap 8,67 .2 f"0k, 8 PVC DS G-1 70+08.67 278.71 - - 284.OG 5.29 Downspout Connection STORM DRAIN H Location PI STA L 5 DIA Pipe Inv Out Drop Inv In Rim Depth raise (LF) 60 (IN) {ELEV) (VF) (ELE',r~) (ELEV) (VF) JP C-5 80+00.00 278,00 diX 278.90 2e*28 5.38 12" Junction Fitting vilCap 4,20 2.0r;% 8 PVC SGI H•1 00+04,20 27 8. 98 0.00 278.98 283.25 4.27 15" Junction Fitting vv,'Grate 0:019 2.1NI 4 6 PVC LDS ti-2 80+00"" 279.00 - - 2U,00 5,00 Downspout Connection STORM DRAIN I Location P€ STA L S DIA Pipe Inv Out Drop Inv in .Rim Depth NEEse (LF) (IN) (ELEV) (VF) (ELEV) (ELEV) (VF) J8 C-6 90+00.00 279.50 0 00 279.50 263.12 3.62 12" Junction Fitting w/Cap 15.69 2-=i> 8 PVC OS 1-1 90+15.69 279.81 - - 28115 3.94 15" Junction Fitting w,,Gmtia STORM DRAIN J Location PI STA L S DIA Pipe Inv Out Drop Inv In Rini iDoPth €UEisc (LF) (?o) (IN) (ELEV) (VF--) (ELE'V) (ELEV) NF) JS C-3A 65+00.00 278.09 0,V; 278-09 284,4.6 6.36 12' Junction Fitting vrtCap s-m 2.6(r, 8 PVC SGI J-1 65+05 95 278,21 - 2P4.10 5.89 15" Junction Fitting wlGrate REFER TO NYLOPLAST DETAILS SHOWN ON SHEET C14 FOR STORM DRAiN A TO H JUNCTION FITTINGS. NYLOPLAST SHOWN AS GENERAL INTENT, CONTRACTOR MAY SUBMIT OTHER BRAND FOR ENGINEER APPROVAL IF SO DESIRED. PIPE TO BE PVC SDR 35. JB A-1 TO BE 5 VF INTERIOR HEIGHT WITH RISER TO SURFACE. CONTRACTOR TO MAINTAIN 48" RCP FLOW CAPABILITY DURING ENTIRE CONSTRUCTION PERIOD. INSTALL CONCRETE COLLAR AS PER DETAIL THIS MEET FOR JUNCTION FOR 8" PVC TO JB A-1. REFER TO SHEET C07 FOR PLAN VIEW FOR STORM DRAINS A TO J. STORM DRAIN A TO I HORIZONTAL ALIGNMENT DATA Horizontal Alignment Station and Curve Report. Horizontal Alignment Station and Curve Report. Alignment: SDA Alignment: SDO Desc: Storm Drain A Desc: Storm Drain D Desc. Station Spiral/Curve Data Northing Easting Desc. Station Spiral/Curve Data Northing Easting - - --------•-- ----------------------------------------------------------^------ ---------------g------------•---------------------------------------------•-.. PI 10+00 10082.9672 9941.3367 PI 40+00 10147.6874 9999.5062 Length: 47.93 Course: N 19.52-16 E Length: 26.38 Course: N 19-52-10 E --...-•-•-•..._9 .....--•-•........--•---•-•----•...............•----•--••----- PI 10+47.93 10128.0448 9957.6288 PI 40+26.38 10172.4936 10008.4717 Length: 46.26 Course: N 64-52-16 E ----- - 40+00 ----------- - ---------- Delta: 45-00-00 Tangent Data 10147.8874 9899.6062 -----------------•-------------•--------...---..._....._....--•^--•-••-------• Tangent Data 40+26.38 10,72.4936 10008.4717 10+00 10082.9672 8941.3367 Length: 26.38 Course: N 19-52-16 E 10+47.93 10128.0448 9957.6288 Length: 47.93 Course: N 19.52-16 E ------------------------------------------------------------------------------- PI 10+94.19 10147.6874 9999.5062 Horizontal Alignment Station and Curve Report. Length: 38.36 Course: N 25-07-44 W Alignment: SDE Delta_ 90-00-00 Desc: Storm Drain E ....... -------------------------------------•-'•----`• ----• Desc. Station Spiral/Curve Data Northing Easting Tangent Data --• -- 10+47.93 10128.0448 9957.6288 10+94.19 10147.6874 9999.5062 Length: 48.28 Course: N 64-52-16 E PI 50+00 10136.3273 10030.9380 Length: 26.59 Course: N 19-62-16 E ------------------------------------------------------------------------------- PI 11+30.54 10180.6023 9984.0674 ________________ ____ Length: 31.50 Course: N 19-52-16 E PI 50+26 59 10161.3294 10039.9743 Delta: 45-00.00 ---•..................•--•.........._.................. --------------------- --------------------------------------------•---------------------------------- Tangent Data Tangent Data 50+00 10136.3273 10030.9380 10+94.19 10147.6874 9999.5062 50+26.59 10161.3294 10039.0743 11+30.54 10180.6023 9984.0674 Length: 26.59 Course: N 19-52-16 E Length: 36.36 Course: N 25.07-44 W -------------------------------------------------------------------------- PI 11+62.04 10210.2269 9994.7745 Length: 86.67 Course: N 19-52-18 E Delta_ 0.00-00 -----•---•------•------- __•________________•_- Horizontal Alignment Station and Curve Report. Tangent Data Alignment: SDF 11+30.54 10180.6023 9984.0674 Desc: Storm Drain F 11+62.04 10210.2269 9994.7745 Desc. Station Spiral/Curve Data Northing fasting 9 Len the 31.50 Course: N 19-52-16 E - "-.__--•--_-" •----'_-_. ---- -------------------------------------------------------------------- ---------- --------------------------------------•-------------------------------------•-- PI 12+28.71 10272.9230 10017.4343 PI 60+00 10150.9860 10080.7238 Length: 12.34 Course: N 49-52-16 E Length: 8.67 Course: N 70-07.44 W Delta: 30-00-00 -------------------- - ................................... Tangent Data PI 80+08.67 10153.9329 10072.5701 11+62.04 10210.2269 ggg4.7745 ---------•-----------------------------------------------------•-------- 12+28.71 10272.9230 10017.4343 Tangent Data Length: 66.67 Course: N 19-52-16 E 60+00 10150.9860 10080.7238 60+08.67 10153.9329 10072.5701 ----------------------------•---......--------•--•------............---- --- Length: 8.67 Course: N 70-07-44 IN PI 12+41.05 10280.8784 10026.8719 Length: 36.35 Course: N 19-52-16 E Delta: 30-00.00 -- ....................•_....._------•----•-•...--••----- Tangent Data Horizontal Alignment Station and Curve Report. 12+28.71 10272.9230 10017.4343 9 P 12+41.05 10280.8784 10028.8719 Alignment: SD0 Length: 12.34 Course: N 49-52-16 E Desc: Store Drain 0 Desc. Station Spiral/Curve Data Northing Easting ------------------•-_--------_-------_-•---•--------•_....._........_----- - ------- ---- PI 12+77.41 10315.0680 10039.2288 Length: 38.91 Course: S 70-07-44 E- -------------•--------.-.__...---------------------------------------•------ Delta: 90-00-00 PI 70+00 10202.3078 10099.2728 ----------------------------------------------•.------------- Length: the 8.67 Course: N 70.07-44 W Tangent Date 12+41.05 10280.8784 10026.8719 ------------------------------------------------------•--------•-------•------- 12+77.41 10315.0680 10039.2288 PI 70+08.67 10205.2559 10091.1159 Length: 36.35 Course: N 19-52-16 E ------------------------------------------------------------------------------- Tangent Data -------.----•••------------•-------------------------------------^-----•------- 70+00 10202.3078 10099.2728 PI 13+16.32 10301.8414 10075.8247 70+08.67 10205.2559 10091.1159 -------------•-----------..................-----^........................•-- Length: 8.87 Course: N 70-07-44 W Tangent Data 12+77.41 10315.0680 10039.2288 13+16.32 10301.8414 10075.8247 Length: 38.91 Course: S 70-07-" E Alignment: SDH Desc: Storm Drain H Desc. Station Spiral/Curve Data Northing Easting Horizontal Alignment Station and Curve Report, Alignment: SOB Desc: Storm Drain 8 Pi 80+00 10219.0641 10105.3252 Desc. Station Spiral/Curve Data Northing Easting Length: 4.20 Course: N 70-07-44 W - ---------- -------------•_.............-_•---------....••-•••.................••---^---.. PI 80+04.20 10220.4831 10101.3714 PI 20+00 10210.2269 9994.7745 Length: 0.99 Course: N 70-07-44 W Length: 5.34 Course- S 70-07-44 E Delta: 0-00-00 ------------------------------------------------------------------------------- Tangent Data PI 20+05.34 10208.4124 9999.7949 80+00 10219.0641 10105.3252 Length: 20.24 Course: N 19.52-16 E 80+04.20 10220.4831 10101.3714 Delta: 90.00-00 Length: 4.20 Course: N 70-07-44 W ---.....................•-•-•••-----_-----•--------•-•- Tangent Data 20+00 10210.2269 9994.7745 PI 80+05.19 10220,8196 10100.4404 20+05.34 10208.4124 9999.7949----------------------Tan-..------------------ ............................. Len the 5.34 Course- S 70-07-44 E gent Data 9 80+04.20 10220.4831 10101.9714 --------------------•---------------------------------------------------- 80+05.19 10220.8196 10100.4404 PI 20+25.57 10227.4436 10006.6732 Length: 0.99 Course: N 70-07-44 W .....-----•----------------------------•..--•--...._..._.....-•-----•-------•-- Tangent Data 20+05.34 10208.4124 9999.7949 Horizontal Alignment Station and Curve Report. 20+25.57 10227.4436 10006,6732 Alignment: SDI Length: 20.24 Course: N 19-52-16 E Desc: Storm Drain I Desc. Station Spiral/Curve Data Northing Easting- Horizontal Alignment Station and Curve Report. Alignment: SDC ..................._........_...................._......................... Desc: Storm Drain C PI 90+00 10247.3486 10115.5515 DescStation Spiral/Curve Data Northing Easting Length: 15.69 Course: S 70.07-44 E . ----------------------------------------------------------------------•-- ---- PI 90 15.69 10242.0164 10130.3050 PI 30+00 10147.6874 9999.5062 Tangent Data Length: 33.42 Course: S 70-07-44 E 90+00 10247.3486 10115.5515 90+15.89 10242:0164 10130.3050 ----------------------------------------------------- ------------- ------- PI 30+33.42 10136.3273 10030.9380 Length: 15.69 Course: S 70-07-44 E Length: 41.84 Course: S 70-07-44 E Delta: 0; 00.00 ........................ ....... -•-..................... Horizontal Alignment Station and Curve Report. Tangent Data Alignment: SDJ 30+00 10147.6874 9999.5082 Desc: Storm Drain J 30+33.42 10136,3273 10030.9380 Desc. Station Spiral/Curve Data Northing Easting Length: 33.42 Course: S 70-07-44 E PI 30+75.26 10122.1060 10070.2860 PI 65+00 10181.1003 10091.6078 Length: 30.71 Course: N 19.52-16 E Delta: 90-00-00 Length: 5.95 Course: N 70-07-44 W -•------------•----------9 10136.3273 10030.9380 ________________ ___________ ____ ----------------------....................... _______ _____________________ 30+3342 Tangent Data PI 65+05.95 10183.1220 10086.0141 ------- ---.- - 30+75.26 10122.1060 10070.2860 Tangent Data Length: 41.84 Course: S 70-07-44 E B5+00 10181.1003 10091.6078 65+05.95 10183.1220 10086.0141 PI 31+05.97 10150.9860 10080.7238 ---------•-----------------------------•----••_------------------------- Length: 5.95 Course: N 70-07-44 W Len9the 32.02 Course: N 19-52-16 E Delta: 0-00-00 --------------•----------------------------------------------------•----------- Tangent Data 30+75.26 10122.1060 10070.2860 31+05.97 10150.9860 10080.7238 Length: 30.71 Course: N 19-52-16 E --------•---------------------•--------------------•--------------------------- PI 31+37.99 10181.1003 10091.6078 Length: 22.55 Course: N 19-52-16 E 9 _ Delta: 0-00.00 Tangent Data I t C • K * i . 31+05.97 10150.9860 10080,7238 31 +37.99 10181 .1003 10091.6078 Length: 32.02 Course: N 19.52-16 E� PI ..... 31+60.54 10202.3078 10099.2728 MAY 19zoll Length: 17.81 Course: N 19.52-i6 E Delta_ 0-00-00 F"" E P1-7 IL Tangent Data {" p S 31+37.99 10181 .1003 10091.6078 i 1 y I 31+60.54 10202.3078 10099.2728 -- Length: 22`65 Course: N 19-52.16 E � w PI 31+78.35 10219.0541 10105.3252 Length: 30.09 Course: N 19-52-16 E Delta: 0-00-00 ------------------------------------------------------------------------------- Tangent Data 31+60.54 10202.3078 10099.2728 31+78.35 10219.0541 10105.3252 _....... Length: 17.81 Course: N 19-52-16 E ---••--------•................................................................. .. k A PI 32+08.43 10247.3486 10115.5515 i " r•^'. Length: 6.39 Course: N 70-07-44 IN Delta: 90-00-00 ----------------------------------------------------------------------------- ; Tangent Data pqq 31 +78.35 10219.0541 10105.3252 32+08.43 10247.3486 10115.5615 r `0 1 Length- 30.09 Course: N 19.52-16 E i .._-------------------------------------------- --------- PI 32+14.82 10249.6208 10109.6415 Length: 17.60 Course: N 21-04-34 W n Delta. 49-03-10 r ------------------------------------------------------------------- _„ _ Tangent Data 32+08.43 1024T 3486 10115.5615 32+14.82 10249:5208 10109.6415 Length: 6.39 Course: N 70-07-44 W 71-17 SEAL APPEARING ON THIS DOCUMENT WAS -----------------------------•---•--------------- ---------------------------- AUTHORIZED BY FRANK G. HILL, P.E. #70154 ON PI 32+32.42 10265.9411 10103.2133 MARCH 3, 2011. ALTERATION OF A SEALED ---•---------•------•-•--------•----- -------------- DOCUMENT WITHOUT PROPER NOTIFICATION TO THE Tangent Data RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE 32+14.82 10249,5208 10109.5415 TEXAS ENGINEERING PRACTICE ACT. ORIGINAL 32+32.42 10265.9411 10103.2133 DOCUMENT WITH SEAL. SIGNATURE, AND DATE IS ON Length: 17.60 Course: N 21-04-34 W FILE IN THE OFFICE OF THE ENGINEER AND IS AVAILABLE FOR EXAMINATION UPON REQUEST. 00 t` !p CA 00 w pe' 00 N V7 bA � O L7 w o N M 00 �olruCfjp,, 2 OM N t�uauzao�`4`� o Cd v M a Z Z 09 WA a z W Eo6 m C iv N z F Zg N s Y 0 o Y� =g 5 o W Z�+Q Y 0'� �j dz nZ $ . to a � w z • U Z 1,.44- w W V I `_ J 0 Q F-- J T�T w 1 �- Z QO�7- 0�-- J /V ..xr)^ VJ 0- Q 0 LW �- C.D O 0 � w = .J W W o N U U N Q O " Q' Z = Q Q W fy o Q M U W > U 04 W i O U N Q Li J r �•' *i s�3�y1 f Ion `� DATE: 3MAR 11 91 10+i m 0 CN Qo Ln N 0 0 N 0 -0 O I ii I / TXDOT UTILITY INSTALLATION PERMIT i #BRY20110114152709 25JAN11; CONTRACTOk � �� SHALL COMPLY WITH ALL PROVISIONS I f { 17.05' THEREOF FOR PORTI S OF WATER MAIN CONSTRUCTION WITHIN TXDOT ROW. [ { Io l 0 i I II � \ II I I- W { I' I o p \ it I It \� It 1 II I NOTE 4 NOTE 6 ( PROPOSED WArER EASEMENT 12"X12"X6" TAPPING SLEEVE �� --- -1--------- - - - - - ---T�-- I AND VALVE, MJ. IV- ,1 I I, .....ter...wv �� � � � 1 � ' �� < < ' i I I 6 F 1�-�•-•-•- • �+ is _� }�r . I 1 _ . ti � I NOTE 5 < ( �,-------- --------,-,-.- -.� I p II I I I REPLACE PAVEMENT, REFER DETAIL ST4- 1, SHEET C04Ist II I I " [r I I \ { II I I I I I ii i • GREASE TRAP MANHOLE RIM ELEVATIONS: ( I i 1 283.31 2 283.47 3 283.52 II C`I! I I LEGEND II , A CA Al t ' { B SAMPLE BOX A2 1 D GREASE TRAP DISCHARGE I ii I E CO C2 FCOC3 • I I I ; { ; , I I { G GREASE TRAP INTAKE H PLUMBING CONNECTION, GREASE I PLUMBING CONNECTION, SANITARY , WATER MAIN EXTENSION CALL OUT 2 NOTES 1. REFER TO PROFILE DATA ON SHEET C08. 2. ALL ALIGNMENT ANGLES ARE 90. OR 45" UNLESS NOTED. 3. REFER TO W1/W2/W4, SHEET C08 FOR FIRE HYDRANT, METERS, GATE VALVE, ETC. 4. 116" WATER METER AND 1" IRRIGATION METER, 1' INSIDE EDGE OF WATER EASEMENT. Q 5. 1 EACH 6"X6"X6" TEE, MJ, 2 EACH 6" GATE VALVES, MJ, FIRE HYDRANT; SHOWN AS SCHEMATIC FOR CLARITY. FIRE MAIN ISOLATION VALVES SHALL HAVE A LOCKABLE LID AND SHALL SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY THE CITY OF COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 6. WATER/IRRIGATION NEW SERVICES, REFER TO W2 ON SHEET C08. 7. WATER MAIN SHALL COMPLY WITH CITY OF COLLEGE STATION SPECIFICATIONS SHOWN ON C01. 8. ALL ALIGNMENT ANGLES ARE 180. OR 90" UNLESS OTHERWISE NOTED. UTILITY LEGEND 6"1- 1 PROPOSED SANITARY SEWER LATERAL --•-•-•-2"W------ - PROPOSED WATER 6"F PROPOSED FIRE PROPOSED UTILITY CONDUITS UES: UNDERGROUND ELECTRIC, SECONDARY -- - - - -CU1- - - - - PROPOSED COMPOSITE UTILITY CONDUIT SECTION UT: UNDERGROUND TELEPHONE CAN: UNDERGROUND CABLE TELEVISION - - -UT - - - PROPOSED UNDERGROUND TELEPHONE --•--•-G--•--•- PROPOSED GAS CAN PROPOSED UNDERGROUND CABLE TELEVISION PROPOSED STORM DRAINS - • - • - • -s"w- • - • - - - EXISTING WNATER GRAPHIC SCALE 10 0 5 10 20 - - - - -EG- - - - - EXISTING GAS s"SS EXISTING SANITARY SEWER - - OE -- -- -- EXISTING OVERHEAD ELECTRIC (IN F'EM 1 IN a 10 FT ----------- oE----------- EXISTING UNDERGROUND ELECTRIC �, v --w I I 2 i p 11 Le e o El El j e CONNECTION TO 3" GREASE 1 INTERCEPTOR VENT REFER TO POC1.0 0 20 I I _ C - - ---�- - I \ \1 \ i \ CALL OUT 1 NOTES 1. REFER TO PROFILE DATA ON SHEET C09. 2. ALL ALIGNMENT ANGLES ARE 90' OR 45" UNLESS NOTED. 3. GREASE TRAP DETAIL SHOWN ON SHEET CO9. 4. JOIN UT AND CAN TO CU4 TRENCH, BEST FIT. 5. REFER TO MEP PLANS, POC1.0 FOR BUILDING CONNECTIONS. 6. SANITARY SEWER PIPES, FITTINGS, ETC., SHALL COMPLY WITH CITY OF COLLEGE STATION SPECIFICATIONS SHOWN ON SHEET C01. 7. 2'X4' PULL BOX, REFER DETAIL THIS SHEET. CONTRACTOR TO PROVIDE,ANSTALL. Qz , 10' PUE , ,^ 10' PUE , ' 25 PAVEMENTI 2.5' _ SURFACE I 5' - PAVEMENT I 12' DIRT COVER MIN 4- 12' DIRT COVER MIN I I 4. 1 FOOT OF I 1 FOOT OF I 1 FOOT OF TEL E 1 EACH k' SEPARATION IS AT ANY TELE 2 EACH :` a SEPARATION IS REQUIRED AT ANY SEPARATION IS REQUIRED AT ANY -0 4 PVC ;REQUlREO ' WTR & SEWER 4' PVC WTR do SEWER WTR & SEWER CROSSING ` EMPLACE AT EMPLACE CROSSING - -� - 12' DIRT COVER MIN CROSSING r ` CAN 3 EACH (N LEAST 2' AWAY FROM EXISTING %. 2A PVC .L f 2" PVC CONDUIT BANK, i f,. DEPTH OF 48" IF APPLICABLE <. DEPTH OF 48" DEPTH OF 48" � CSU 4 EACH••''J CSU 2 EACH CSU 4 EACHt 2" PVC PRIMARY 2 PVC PRIMARY 4" PVC PRIMARY CAP 5 FROM END OF EASZtIlENT DISTRIBUTIONDISTRIBUTION DISTRIBUTION COMPOSITE UTILITY COMPOSITE UTILITY COMPOSITE UTILITY f CONDUIT SECTION - CUB CONDUIT SECTION - CU2 CONDUIT SECTION - CU3 ` NTS NTS NTS `- - 1 - PAVEMENT 1 FOOT OF 2' 1 SEPARATION IS - j- - 1 V DIRT COVER MIN REQUIRED AT ANY I CATV 1 EACH WTR & SEWER 2" PVC CROSSING .7 TELE 1 EACH 4" PVC 1V DEPTH OF 48"[� CSU 3 EACH1� 4" PVC SECONDARY DISTRIBUTION COMPOSITE UTILITY CONDUIT SECTION - CU 4 NTS GREASE TRAP AND TRANSFORMER PAD ■ 11 ` 11 1 [251 X 4 [SD2j PULL SLOT R / t�//44 [5) CSNT£.R PIN T 1 1 4 j TtD2TJ Rota Lei a/e-ie uNC x a Jim) La. E.g. A/ 01/4 [92j X 1/2 [13) DEEP CORE REX READ CAPTIVE BOLT (8 PLACES) I ® o /3/a SO aa. PL? fA9I$A QaazrrE LOCO star RtssrsrANr SURFACE 95-M POLYMER TON= k GROOVE PC2t98C52TVY 6 I8 �j RPRE LA°c�EAABLE B.S. Rz N1 ' zJ toll 1/2-13 UNC LITTLVG DOLTS t P1Accs Q o L Ma STRUT ((cENf m ONE 1. ma is Y14t1= k BEI.I.SD1TfFI LCGOSOl 4a t5� a. TRIG ASSEMBLY IS RATED nR A STATIC DEMON I D OF 7,80D 4 U 5- [34.E9{ Rj 0 OVER A 10 Er X 2a [SDa] AREA AND MUST PASS z A STATIC TEST LOAD OP Accc'aRD NCE n 6° oRaj/� Doctr►tEcr1 TR-Tv-000902. ax 01/2 f131 I8$ (2 EACH SIDE k a. ,CI]d►IETyRy UM,ggS MMA119O1111MM. t• 1/1 !` 2 XACR END)) HANDHOLE - 24x36x24 10K RATING - BOX & 2 Pc SPLIT COVER SSI# (VEP.IZON EAST) - 700251273 ITEM ID (VERIZON WEST) - 611680 2'X4' PULL BOX DETAIL REPLACEMENT COVER - 24x36x24 1OK RATING - 2 Pe SPLIT COVER SSI# (VERIZON EAST) - 700253050 ITEM ID (VERIZON WEST) - 924072 NNE ` I m^,Y 1 9 2011 N �O 00 r- N IH rA00 � to • E-, o M �l o C7 w o > N aa M a0 41 �Y1StTUCfjp� O O M a w C, W Zzm o W a o oWo m y z D z s~ z og z N Sz F Ko3�y F. < Z - U. F I coo C-4 Za LE Z � a CC Fa IL (31 Z L0 'q- 00 w 1 �: j� Z In 1 _j J o � _ Vb Z � O Q 0 ~ Q J J < Q 0 w V) 0' (.D 0 W = i w 0 N U v) U w Z) 00 w _N CL Q 0 �:: 0Of U Q U m �J- � > U Q I m = 0 U Q N .L0 %- N r JA A DATE: 3MAR 11 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY FRANK G. HILL, P.E. /70154 ON MARCH 3. 2011. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. ORIGINAL DOCUMENT WITH SEAL. SIGNATURE, AND DATE IS ON FILE IN THE OFFICE OF THE ENGINEER AND IS A-11 ACI D --A-1-A-i 11-11-.t-e•T C15 Io