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Home My WebLink AboutSite Plan 1APLANS SUBMITTAL/REVIEW LOG SITE PLAN AND ENGINEERING PLANS FOR CITY REVIEW 03/10/2010 - NOT FOR CONSTRUCTION. SITE PLAN AND ENGINEERING PLANS FOR CITY REVIEW 05/10/2010 NOT FOR CONSTRUCTION. SITE PLAN AND ENGINEERING PLANS FOR CITY REVIEW 06/21/2010 NOT FOR CONSTRUCTION. SITE PLAN AND ENGINEERING PLANS FOR CITY REVIEW 07/06/2010 FOR CONSTRUCTION. SITE PLAN AND ENGINEERING PLANS FOR CITY REVIEW 07/16/2010 - FOR CONSTRUCTION. DEVELOPER CAMPUS VILLAGE COMMUN171ES 919 W. _UNIVERSITY. DRIVE, SUITE 700 ROCHES7ER, MICHI GAN. 48307 CONTACf�'RAY BEHLING TEL: --f248). 609-0406 FAX,(248) 609-0425 EMAIL: BEHLING.RAYOCAMPUSVILLAGE.COM ARCHITECT O'BRIEN & ASSOCIA7ES ARCHITECTURE 5310 HARVEST HILL RD. SU17E,436 DALLAS, 7EXAS CONTACT. RICHARD NORDWE TEL: (972) 788-1010 FAX (972) 788-4828 EMAIL- RICHARDWORDWECOBRIENARCH.COM ENGINEER MmWy4imn and AmciaM, Inc. 12700 PARK CENTRAL DRIVE SU17E 1800 DALLAS, TEXAS 75251 7EL: (972) 770-1300 FAX " (972) 239-3820 - KEV1N GASKEY, P.E. CONTACT. EMAIL- KEWN.GASKEYOKIMLEY—HORN. Com CIVI CONS RUCTION PLANS FOR STOP! CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) COL -LEG STATION, T XAS VICINITY MAP N.T.S. SHEET NO. DESCRIPTION . REVISION DATE CIVIL ENGINEERING 71MLEY HORN AM ASSOCIATES) 001 COVER SHEET C_w GENERAL NOTES C-03 SITE PLAN A C-04 SITE PLAN B C-05 SITE PLAN c C-06 DEMOLITION PLAN C-07 DIMENSIONAL CONTROL AND PAVING PLAN A "8 DIMENSIONAL CONTROL AND PAVING PLAN B C-09 DIMENSIONAL CONTROL AND PAVING PLAN C C-10 GRADING PLAN A C-11 GRADING PLAN B C-12 GRADING PLAN C C-13 PROPOSED DRAINAGE AREA MAP C-14 PROPOSED OFF SITE DRAINAGE AREA MAP C-15 DRAINAGE CALCULATIONS C-16 STORM SEWER PLAN A C-17 STORM SEWER PLAN B C-18 STORM SEWER PLAN C 019 SANITARY SEWER PLAN C-20 SANITARY SEWER PLAN B C-21 SANITARY SEWER PLAN C C- 22 SANITARY SEWER LINES BI AND B2 PROFILES C-23 SANITARY SEWER LINES B3, B4, AND B5 PROFILES C-24 WATER PLAN A C-25 WATER PLAN B C-26 WATER PLAN C C-27 WATER LINE Al PROFILE 028 WATER LINES Al AND A2 PROFILES C-29 EROSION CONTROL PLAN C-30 EROSION CONTROL DETAILS C-31 STORM SEWER DETAILS C-32 DECELERATION LANE PLAN C-33 ROW GRADING PLAN S1 BRYAN COLLEGE STATION STANDARD SEWER DETAILS STI BRYAN-COLLEGE STATION STANDARD STREET DETAILS W1 BRYAN-COLLEGE STATION STANDARD WATER DETAILS W2 BRYAN-COLLEGE STATION STANDARD WATER DETAILS SWI BRYAN-COLLEGE STATION STANDARD SIDEWALK DETAILS DI BRYAN-COLLEGE STATION STANDARD DRAINAGE DETAILS U 10. cor��L�a��R JUL 20 2010 COLLEGE STATION ENGINEERING Kev;� p��lu -0`7 C-01 c/) 0 t] I GENERAL NOTES: 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND THE CiTY �OF COLLEGE STATION DEPARTMENT OF PUBLIC WORKS "STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS', LATEST EDITION. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OFF -SITE OF ANY EXISTING PAVING AND STRUCTURES REMOVED. s 4. THE CONTRACTOR WILL CONTACT PUBLIC UTILITY COMPANIES TO FIELD VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER AND CONSTRUCTION MANGER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 5. IT iS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION SURVEYING. 7. WATER AND SEWER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION'S STANDARDS AND SPECIFICATIONS. 8. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 9. CONTRACTOR SHALL BE RESPONSIBLE .FOR LOCATING ALL EXISTING STRUCTURES, UTILITIES AND SERVICES PRIOR TO EXCAVATION AND CONSTRUCTION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES FOR THE RELOCATION OF ANY EXISTING UTILITIES. 11. CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. 12. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND REVIEW ALL FIELD CONDITIONS, INCLUDING EXISTING GRADES AND UTILITY FLOW LINES, AND SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH CONSTRUCTION. .13. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO COST TO THE OWNER AND/OR ENGINEER. 14. ALL EXISTING SHRUBS, TREES, PLANTING AND OTHER VEGETATION THAT IS DISTURBED OUTSIDE OF PROPERTY OR LIMITS OF DISTURBANCE SHALL BE REPLACED WITH EQUIVALENT MATERIAL BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 15. THE CONTRACTOR SHALL CONSTRUCT SILT SCREENS OR OTHER APPROVED DEVICES PRIOR TO CONSTRUCTION TO PREVENT ADVERSE OFFSITE IMPACT OF STORM WATER QUALITY, AS REQUIRED BY THE CITY OF COLLEGE STATION. CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. THE EROSION CONTROL DEVICES SHOULD REMAIN iN PLACE, WHERE PRACTICAL, UPON COMPLETION OF CONSTRUCTION. 16. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS OFFSITE FROM THE EXISTING ROADWAYS AND PROJECT SITE THAT ARE A RESULT OF THE PROPOSED CONSTRUCTION AS REQUESTED BY THE CITY OF COLLEGE STATION. AS A MINIMUM, THiS TASK SHOULD OCCUR ONCE A WEEK. 17. CONNECTIONS TO EXISTING FACILITIES SHALL BE ACCOMPLISHED IN A NEAT AND PROFESSIONAL MANNER. WHEN FIELD CONDITIONS INDICATE ANY VARIANCE FROM DETAILED METHODS, THE CONTRACTOR SHALL PROVIDE COMPREHENSIVE AND DETAILED DRAWINGS (FOR APPROVAL) OF METHODS PROPOSED. 18. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 19. CONTRACTOR SHALL CONSTRUCT ALL WATER SERVICE CONNECTIONS. 20. CONTRACTOR SHALL CONTACT THE CITY ENGINEERING DEPARTMENTS INSPECTOR ASSIGNED TO THIS PROJECT AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. 21. ALL PRIVATE LANDSCAPE AREA DRAINS SHALL BE ADS OR APPROVED EQUAL. SEE LANDSCAPE ARCHITECTURE PLANS BY OTHERS FOR LOCATIONS. 22. CONTRACTOR IS TO CONSTRUCT A STABILIZED CONSTRUCTION EXiT AT ALL PRIMARY POINTS OF ACCESS. THIS STABILIZED EXIT IS TO BE MINIMUM OF 15' WIDE AND 50' LONG WITH A MINIMUM DEPTH OF 8 INCHES. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A TRENCH SAFETY PLAN TO THE CITY OF COLLEGE STATION AT THE TIME OF THE PRE CONSTRUCTION MEETING, OR PRIOR TO BEGINNING CONSTRUCTION OF THESE IMPROVEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY STANDARDS, TEXAS STATE LAW, AND O.S.H.A. STANDARDS FOR ALL EXCAVATION IN EXCESS OF FIVE FEET IN DEPTH. NO OPEN TRENCHES WILL BE ALLOWED OVERNIGHT WITHOUT THE PRIOR SPECIFIC WRITTEN APPROVAL OF THE CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT. ONSITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 24. DURING CONSTRUCTION, ALL MATERIAL TESTING SHALL BE COORDINATED WITH THE CiTY OF COLLEGE STATION'S CONSTRUCTION INSPECTOR. 25. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATION FOR COMPACTION REQUIREMENTS. BACKFILL SHALL CONFORM TO CITY STANDARD REQUIREMENTS. 26. CONTRACTOR TO REVIEW DESIGN INTENT OF THESE PLANS AND SUBMIT REQUESTS -FOR -INFORMATION IN A TIMELY MANNER PRIOR TO COMMENCING THAT WORK. 27. REFER TO M.E.P. AND IRRIGATION PLANS FOR SLEEVING REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES FOR SLEEVING REQUIREMENTS PRIOR TO ANY PAVING ACTIVITIES. w '" 6 a 3 �2 51 �GLCQ� STORM SEWER NOTES 28. CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS, GRATE INLETS, AND ALL UTILITIES CROSSING THE STORM SEWER, FLOW LINES AND RiMS OF PROPOSED INLETS SHALL BE VERIFIED WITH THE PROPOSED GRADE PRIOR TO CONSTRUCTION. 29. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 30. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 31. ALL ON -SITE STORM SEWER PIPE SHALL BE HDPE, ADS-N-12 OR APPROVED EQUAL UNLESS STATED OTHERWISE ON THE PLANS. ALL CULVERTS SHALL BE REINFORCED CONCRETE BOX PER TXDOT SPECIFICATIONS. HEADWALLS SHALL BE PER TXDOT SPECIFICATIONS. PAVING AND STRIPING NOTES: 32. PAVING SECTIONS SHALL ADHERE TO THE RECOMMENDATIONS OF THE GEOTECHNiCAL ENGINEER (REFER TO THE GEOTECH REPORT No. Al 105006 BY TERRACON CONSULTANTS, INC. DATED FEBRUARY 16, 2010 AND AS AMENDED). 33. THE ASPHALTIC CONCRETE SURFACE COURSE SHOULD BE PLANT MIXED, HOT LAID TYPE D (FINE GRADED SURFACE COURSE) MEETING THE MASTER SPECIFICATIONS REQUIREMENTS IN TXDOT ITEM 340. 34, CONCRETE SHOULD BE DESIGNED TO EXHIBIT A FLEXURAL STRENGTH (3 POINT LOADING) OF AT LEAST 550 PSI AT 28 DAYS. AS AN OPTION, A 28-DAY COMPRESSIVE STRENGTH REQUIREMENT OF 4,000 PSI MAY BE UTILIZED. 35. BASE MATERIALS SHOULD BE COMPOSED OF CRUSHED LIMESTONE MEETING THE REQUIREMENTS OF TXDOT ITEM 247, TYPE A, GRADE 1. 36. ALL SUB -GRADE SHOULD BE TREATED WITH LIME MEETING THE REQUIREMENTS OF TXDOT STANDARD SPECIFICATIONS ITEM 260. 37. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN AGENCY, APPROVED BY THE OWNER, FOR TESTING MATERIALS. PROCUREMENT OF THE TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE, BY THE STANDARD TESTING PROCEDURES, THAT THE WORK CONSTRUCTED MEETS THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. 38. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES., 39. SIGN LOCATIONS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION. 40. CONTRACTOR TO INSTALL CONSTRUCTION JOINTS IN CONCRETE PAVEMENT AT ALL PC'S AND AS CONVENIENT TO PHASING OF POURS, WITH EXPANSION JOINTS EVERY 150 FEET IN BOTH DIRECTIONS AND SAWED DUMMY JOINTS EVERY 15 FEET IN BOTH DIRECTIONS. 41. CONTRACTOR TO SUBMIT A JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO THE BEGINNING OF ANY PAVING WORK. 42. ALL EXISTING PAVING SHOWN TO BE REMOVED SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR OFF SITE. (IF ANY) 43. ALL DISCREPANCIES FOUND BY CONTRACTOR RELATED TO UNDERGROUND UTILITIES OR OTHER APPURTENANCES SHALL BE RESOLVED TO THE SATISFACTION OF OWNER AND ENGINEER PRIOR TO PLACEMENT OF ANY PAVING. 44. ALL CURBS SHALL BE FLUSHED AT HANDICAP RAMP LOCATIONS PER THESE PLANS AND PER LANDSCAPE ARCHITECT PLANS (BY OTHERS) WATER AND SANITARY SEWER NOTES: 45. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN, COORDINATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY SERVICES ENTERING THE BUILDING AND/OR CROSSING OTHER UTILITIES. 46. ALL WATER TAPS AND VALVES SHALL BE INSTALLED BY THE CONTRACTOR AFTER APPROVAL FROM THE CiTY OF COLLEGE STATION AND SHALL CONFORM TO ALL GUIDELINES AND REGULATIONS.SET FORTH BY THE CITY OF COLLEGE STATION'S "GENERAL DESIGN STANDARDS" FOR WATER AND SANITARY SEWER CONSTRUCTION.' 47. ALL WATER AND SANITARY SEWER LINES SHALL MAINTAIN A MINIMUM COVER PER CITY OF COLLEGE STATION SPECIFICATIONS. 48. ALL SANITARY SEWER LINES SHALL BE PVC PIPE. ALL WATER LINES 12" AND SMALLER SHALL BE PVC PRESSURE CLASS 200 DR-14 ONLY. 49. CONTRACTOR TO SEQUENCE CONSTRUCTION AS TO AVOID INTERRUPTION OF WATER AND SANITARY SEWER SERVICE TO SURROUNDING AREAS. 50. CONTRACTOR TO REPLACE GRASS AND RESTORE PROPERTY TO ORIGINAL CONDITION IN ALL DISTURBED AREAS. 51. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS INCLUDED IN THE CITY OF COLLEGE STATION'S GENERAL DESIGN STANDARDS MANUAL. REFER TO THE STANDARD DETAILS IN THE GENERAL DESIGN STANDARDS MANUAL FOR SPECIFIC MATERIALS, DIMENSIONS, AND CONSTRUCTION STANDARDS. 52. EXISTING MANHOLE TOPS, VALVE BOXES, ETC. ARE TO BE ADJUSTED AS REQUIRED TO MATCH PROPOSED GRADES. 53. CONTRACTOR SHALL CONTACT NECESSARY FRANCHISE UTILITY COMPANIES PRIOR TO CONSTRUCTION, IN ORDER TO LOCATE AND/OR DISCONNECT SERVICES. 54. FOR EACH SEWER AND WATER CROSSING, CENTER ONE JOINT OF SEWER PIPE ON THE EXISTING OR PROPOSED WATER MAIN OR DETAIL SHOWN ON THESE PLANS 55. ALL DISCREPANCIES FOUND BY CONTRACTOR RELATED TO UNDERGROUND UTILITIES OR OTHER APPURTENANCES SHALL BE RESOLVED TO THE SATISFACTION OF OWNER AND ENGINEER PRIOR TO PLACEMENT OF ANY PAVING. 66. FIRE HYDRANTS SHALL BE LOCATED A MINIMUM OF TWO (2) FEET AND A MAXIMUM OF FIVE (5) FEET BEHIND THE CURB LINE, OR AS INDICATED ON THE DRAWINGS. 57. ALL WATER/SANITARY SEWER CROSSINGS ARE TO CONFORM TO T.N.R.C.C. (TCEQ) REGULATIONS CHAPTER 290, AND CHAPTER 317, LATEST EDITION AND CITY OF COLLEGE STATION'S WATER AND WASTEWATER DESIGN CRITERIA, LATEST EDITION, PERTAINING TO WATER LINE AND SANITARY SEWER CONSTRUCTION, WHICHEVER IS MORE STRINGENT. 58. THE CITY OF COLLEGE STATION WILL REQUIRE COMPACTION TESTING OF ALL BACKFILL IN TRENCHES FOR WATER, SEWER AND DRAINAGE LINES TO ASSURE CONFORMITY WITH THE CONSTRUCTION SPECIFICATIONS REGARDING THOSE UTILITY LINES BEING INSTALLED. IF THE COMPACTION TEST SHOWS THAT THE SPECIFICATIONS ARE NOT MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL IT MEETS OR EXCEEDS THE SPECIFICATION. ADHERENCE TO THE STANDARD SPECIFICATIONS OF THE CITY OF COLLEGE STATION IS THE RESPONSIBILITY OF THE CONTRACTOR iN THE EVENT THERE IS CONFLICT BETWEEN THE CONSTRUCTION PLANS AND THE STANDARD SPECIFICATIONS, THE STANDARD SPECIFICATIONS SHALL GOVERN. 59. NO SPLICES iN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND THE CURB STOP FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR MULTIPLE SERVICES. 60. CONTRACTOR SHALL MARK EACH SERVICE END WITH A METAL T-POST PAINTED BLUE. 61. MATERIALS USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 62. ALL SERVICE WYES AND EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 63. PROTECTION REQUIREMENTS AT WATER LINE -SANITARY SEWER CROSSING: . PROTECTION REQUIREMENTS AT WATER LINE - SANITARY SEWER CROSSINGS PROPOSED WATER PRIMARY PROPOSED WATER PROPOSED SANITARY CONDITION EXISTING SANITARY OR EXISTING WATER PROPOSED SANITARY SECONDARY WATER OVER WATER UNDER WATER OVER WATER UNDER CONDITION SANITARY SANITARY SANITARY SANITARY GREATER GREATER GREATER GREATER LESS THAN OR LESS THAN OR LESS THAN OR THAN OR IF THE CLEARANCE ISTHAN EQUAL TO Z THAN EQUAL TO 2' AN EQUAL TO 2' F EQUAL TO 2' 2' BUT LESS 2' BUT LESS 2' BUT LESS BUT LESS THAN 9' THAN 9' THAN 9' THAN 9' 'PROTECTION 1,2,3 2 1 6 1 4 11.3,51 2 11,35 5 REQUIREMENT `PROTECTION REQUIREMENTS FOR SANITARY SEWER CROSSINGS (UNLESS VARIANCE 1S GRANTED BY THE TCEQ) (ALL CLEARANCES SHALL BE MEASURED FROM OUTSIDE WALL TO OUTSIDE WALL) 1. PLACE ONE FULL SECTION OF APPROVED RESTRAINED JOINT WATERLINE CENTERED AT SANITARY SEWER NOT APPLICABLE FOR EXISTING WATER. 2. IF NO EVIDENCE OF SANITARY SEWER LEAKAGE, PLACE ONE FULL SECTION OF WATER LINE CENTERED OVER SANITARY SEWER: IF THERE IS EVIDENCE OF LEAKAGE, USE NOTE 4 BELOW. 3. ONE FOOT MINIMUM CLEARANCE. 4. AUGER 9-FEET MiNIMUM EACH SIDE OF SANITARY SEWER. PLACE ONE FULL SECTION OF WATER LINE, CENTERED UNDER SANITARY SEWER. FILL AUGERED HOLE WITH BENTONi UCLAY MIXTURE. IF SEWER LINE IS LEAKING, SEWER LINE SHALL BE REPLACED WITH 150 PSI LINED DUCTILE IRON OR PVC PIPE WITH APPROPRIATE ADAPTERS ON ALL PORTIONS OF THE SANITARY SEWER WITHIN 9-FEET OF THE WATER LINE. PROVIDE RESTRAINED JOINTS FOR BOTH WATER AND SANITARY SEWER LINES AT EACH END OF PROPOSED PIPE SECTION. WATER LINE MUST PASS A PRESSURE AND LEAKAGE TEST AS SPECIFIED IN CITY'S STANDARD SPECIFICATIONS. SEWER LINE SHALL PASS AN INFILTRATION, EX -FILTRATION LOW PRESSURE AiR . TEST OR LEAKAGE TEST AS SPECIFIED IN TCEQ CHAPTER 317 2 DESIGN CRITERIA FOR SEWAGE SYSTEMS. 5. PLACE MINIMUM ONE FULL SECTION OF SANITARY SEWER, 150 PSI LINED DUCTILE IRON OR SDR 26 PVC PIPE CENTERED AT THE WATER LINE AND PROVIDE RESTRAINED JOINTS FOR BOTH WATER AND SANITARY SEWER LINES AT EACH END OF PROPOSED PIPE SECTION. USE CEMENT -STABILIZED SAND BACKFILL FOR ALL PORTIONS OF THE SANITARY SEWER WITHIN 9-FEET OF THE WATER LiNE, AS MEASURED PERPENDICULARLY FROM ANY POINT ON THE WATER LINE TO THE SANITARY SEWER (MINIMUM 2.5 SACKS CEMENT PER CUBIC YARD OF SAND). THE CEMENT -STABILIZED SAND BEDDING SHALL START AT A POINT 12 INCHES BELOW THE BOTTOM OF SANITARY SEWER TO 12 INCHES ABOVE THE TOP OF SANITARY SEWER AND ONE QUARTER OF THE PIPE DIAMETER OR 121NCHES, WHICHEVER IS GREATER, ON THE SIDE OF THE SANITARY SEWER. 6. NOT ALLOWED GRADING NOTES: ti 64. ALL SPOT ELEVATIONS ARE PROPOSED TOP OF PAVEMENT, OR FINISHED GRADE ELEVATIONS d M UNLESS OTHERWISE NOTED.co •• �� 65. CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS AND NO PONDING IN PAVED AREAS. NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND cts PRIOR TO INSTALLATION OF ANY PAVING. O aftmm V 66. THE CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE (:) HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES WHICH ARE TO REMAIN iN t� PLACE AND UNDISTURBED DURING CONSTRUCTION. CO 67. ALL EXISTING CONCRETE PAVING, CHANNEL IMPROVEMENTS, SIDEWALK, STRUCTURES AND E -c3 CURB DEMOLITION SHALL BE REMOVED iN THEIR ENTIRETY AND DISPOSED OF BY THE = CONTRACTOR, OFFSITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER. cz 68. ALL CLEARING, GRADING, COMPACTION AND SUBGRADE PREPARATION SHALL BE IN A g ACCORDANCE TO THE CITY OF COLLEGE STATION STANDARDS.` 69. GRADING CONTRACTOR TO COORDINATE WiTH THE FRANCHISE UTILITY COMPANIES FOR ANY Z REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS.. , 70. THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES AND DETERMINE HIS BID ACCORDINGLY. n z �o 71. SEE LANDSCAPE PLANS FOR GRADING OUTSIDE OF PAVEMENT AREAS. SIDEWALKS SHALL FOLLOW SLOPE OF PROPOSED LANDSCAPE GRADES AND REMAIN ADA COMPLIANT. a CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE AND COMPLIANCE TO ADA SLOPE a REQUIREMENTS ON ALL AREAS PRIOR TO ANY INSTALLATION OF PAVEMENT AND SIDEWALK,; H REFER TO TCEQ DESIGN GUIDELINES (CHAPTER 290) FOR ALL UTIUTY CROSSINGS. STOP! CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (at least 72 hours prior to digging) WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. GEOTECHNICAL REPORT JOB NO. A1105006 TERRACON CONSULTANTS, INC COLLEGE STATION, TEXAS FEBRUARY 16, 2010 BENCHMARK TYPE 2 TxDOT MONUMENT N 10200171.72 E-3556987.12 GPS 9 289.74 EIEWEDFOR COMPLIANCE JUL 2 0 2010 G� COLLEGE STATION ENGINEERING k-jK KEVIN S. GASKEY .o; 69165 - j �_Ivf D �w wo- a�oo U 8 a 4 f� �2 CIO SHEET C-02 l .. a � - - - - - - - _ . - -�— - ----- � - EXISTING 4V HIKE AND BIKE EASEMENT 73 VOL 1 _= 9` \\ / EXISTING 20' SANITARY EXIS�G GA LIMNS j i 2$' \ \ \ SEWER EASEMENT l / .q (� / " . !� �• �1 v \ \ \ \ -1.�/ / '• / �• // y�r . ••\ \ (VOL. 3482, PG. 230) ' /j'; = " _ �46_ 5 } /,%�j� '• -\\ ,al \ m-.••` �� 0Q' � \ a / / / � f R ASE O. 06- O6P •'\�\� \ •, T '// � - i�u��°- �.� ` S� � %l '� \ �\ \ 4� \ `4r� \ 0 /v /' / /CSC , \ � � \ \ \\` CONNECTION lsT 100-YR FL LOMR CASE 0�-�6�2506P, \ ! ` �`\ U LL `` ` \ •. (R E L friii 55A; ~ - •�� TC 2 EASE ENT t \ /- / _ / \' /\ \ \ P S) "_ 9R.. _ • '� 18 2�7.63 v 173 \ / / / \ \ _ \ \\ , � ' PROPOSED 10 FOOT WIDE - 4 INCH \ �! VOL. 89 / THICK CONCRETE HIKE AND BIKE \ j i 5 4.47 W \ '• y /\' \ O /0,-) �l. / A TRAIL WITH 2 FOOT SHOULDER # -_ \ / / �'\ / �O\�EACH SIDE. SEE TRAIL PLAN SET$ \ FOR DETAILS.' / \ q / REPLACE EXISTING , / REMOVE CURB AND \ ' \ � � t / ✓�' Q CONSTRUCT SIDEWALK TO i \ � l VERTICAL CURB WITH, \ / ` / � o� % \ � r 8E FLUSH WITH EXISTING / 1 •�' \ \ ' � ROLE: UP CURB WITH 2-FT �� ,,�`tIt t j• / 0 APRONS / / �� PAVEMENT. / v /�' �� \ ? �'�`l , \ \ \ \ , • �� Nt /0 n , / FF=292.00 \ \\ \ ! , ' \ 1 i . • \ ` \ . A R= 8 STORIES \ \\ I `'•t�;� �. CB=NO4'30' \ / I / TL289..-40 �/ /f �8"PRQP.SSWR \ VICINITY MAP ti. OSStBLE Fua f1RF� _ _ /... / / 1 / / FL 30" 286.06 / f ��"' �,7�'" QQ'�`S } / \ \ \ \ j �---w PEDESTRIAN BRIDGE j i j t k p r �' ` EXISTING DRIVE TC 289.50 \ \ NOT TO SCALE ROp 8" 285.50 n REMOVED �v Lg2 Op S \ \ Q TC 292. 0 / . ` 1 I \ FL 18* 28 \ \ / �/♦ / \� \ \ \. \ \ j \1// xi7 \\ // f \ �,\ , �g'` ®�/¢04' // \ \ \ 1 \\�pbn ��ti \ \ \ o o \ .-... ti \ P .\ \ \� } \\ \ / - O S °'OR / \ \ \ \ N,R FLOOi PLAIN / ! , o \.20 LO SE Nb. �,.. /P s, FLAGPOLE AREA 2 ,� / � \ \ / / \.p0 FF=291.70 �� \ i .. os a / / *�, � \ .o ti • 1 � / .� l � 3 sroRlEs \ \ / PROPOSED \ TC 2'90.60 I • \ \ \ \\ ' / / ' ' 10' P.U.E. \ \ FL 181 286.50. \ \ \ EXISTING POWER POLE 293 / 1 l` _ �gt� - , - TG 290.40 \ S'Tp�?s0 TO REMAIN / / - \ PROPOSED 15' P.U.E. \ `\ 18" 287AO FS \ PROPOSED CC)MMUNITY \\ j \ \� \ ® TC 90. IWP.U.E. CENTER 30"r86., \ i / '� ' / / \ %'? p s �'� >� � \ , •-'� BOA h'4p `�..s. � / \ \ ` - - ✓ l °a/ f r O / `�'J\ ?S7O294 8380 .QQ° i { j \ \ /' �a `4'h' R ` ,Q• � • : f TG 292.60 ( / / g�.288.63 / _\ 4 \ " A%-f- \ N 88g37'22" W 1 / ? ./ 69.8 2 / / / ''� \ ��/ \�'p� i \ \ y�o�? S p� `se0�9so Ile \ \ . \ `', t 1 \ _- r �� ® r \ ,: , ,,.' -� � _• 1 I . 1 \ ,a. � \ \ � \ \ PROPOSED o t 1 � a � � � FE TG 292.00 FL IV289.00 �$e�°.,, "'� � i � \ _ - � ��0 \ �'\\� \ • � \ � \ FUTURE \ o \ .CARPORT rn � / % 61i�B r-. � ram. t ..� TC 92 0 - f 'amr ' \ / FL 18" 287.40 \ \ \ f IRRIGATION M IRRIGATION ; /I G / '\ \ ETER` S V 292 ' r� \ ` \\ ` R FERIle O W L * F 292.10 IV 9 TC 2185 \ r\ \ \ \ P S) POOL DRAIN \ r2 " q \ FL 88.1k ��• \ t 1 \ N \ \ FL 18 287.35 POOL Ai2EA PLANS \4 PVC \ �\ �Fc \ \ \ E* \+> \ / TO O PREPARED BY OTHRS \ \ , ` \ S S \ PROPOSED 15 P.U.E I \ • \ moo' ' 1rx "' `r-✓�� `rw, 1C \. R/�S \ 1 \ \ \'\ \ \ \ \ ,� ,� �\�.._ `\ -�..._ �� .. � '' ` '�„ gyp. \ �\\ �9 A / \ \ \ •• COMPACTOR \ . \ � � ��'�: '�.\ ♦ '�`'� 0 \ f •� OQ. \ \\ \` { \ \ p�2i / °� / \\\ FF 293.50 \ \ \� �\ II w � i - .�. � . � p / •� � •Q \ � PROPOSED r �10'P.U.E. J �► TEN � N ♦r/ O M �. A o 0 .. i I- - -co O V w w Q z co :r'+ co ° (D Q S2 o �� GRAPHIC SCALE 2101 c p � 40 0 20 40 8o c O (INS)Gn 1 inch = 40 it `- N z NOTES 00 A .� 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. 2.100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING 'CONSTRUCTION. 3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 5. REFERENCE MEP AND ARCHITECTURAL PLANS FOR REMOTE FIRE DEPARTMENT CONNECTION LOCATIONS. 6. NO PERIMETER FENCING OR GATES ARE PROPOSED AT THE PERIMETER OF THE PROPERTY. FENCING WILL BE PROVIDED AROUND THE POOL AREA REF. LANDSCAPE PLANS FOR DETAILS. 7. COMPACTOR PROPOSED IS FOR PHASE 1A ONLY. A SEPARATE COMPACTOR WILL BE PROVIDED FOR PHASE 1B. 8. THIS SITE IS A BUILDING PLOT WITH THE REMAINING OF THE WOODLANDS OF COLLEGE STATION SUBDIVISION. 9. SIGNS ARE TO BE PERMITTED SEPARATELY. 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE 11. THE SITE IS LOCATED WITHIN THE FEMA 100-YEAR FLOODPLAIN BASED ON FIRM NO.48041C0182C. REF. LOMR CASE NO.08-M2506P. 12. ALL STORM SEWER IS PRIVATE. SANITARY SEWER IS PUBLIC OR PRIVATE AS NOTED. ALL WATER LINES ARE PUBLIC UP TO AND INCLUDING THE METER. 13. ALL FIRE HYDRANTS TO PROVIDE A MINIMUM 1,250 GPM OF FIRE FLOW. 14. FIRE SUPPRESSIONS LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL, AT MINIMUM SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID. ALTERNATE LOCKING LID$ SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 15. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO VEHICULAR LOADINGS. 16. CONTRACTOR TO SUBMIT SEPARATE PERMIT APPLICATION FOR RETAINING WALLS GREATER THAN 2 FEET IN HEIGHT. 17. ALL SANITARY SEWER LINES TO BE SDR 26 PVC, PER ASTM D3034. 8" LINES TO BE A MINIMUM OF 0.40%. 18. WATER LINES 4"-12" SHALL BE PVC WATER PIPE AW WA C900 (DR-14) CLASS 305. WATER LINES 3" AND SMALLER SHALL BE TYPE K COPPER TUBING. 19. BUILDING PERMITS, OTHER THAN SLAB ONLY AND TRAINING WALLS, WELL NOT BE ISSUED UNTIL TxDOT ISSUES A PERMIT FOR PERMANENT DRIVEWAY ACCESS IN ACCORDANCE WITH THE LETTER DATED JUNE 17, 2010, FROM ROBERT A APPLETON, P.E_, TxDOT DIRECTOR OR TRANSPORTATION. �z On �i � * s• i � -- ..... •...�i _ KEMN S. - GASKEY 1 E14SI-oG�' �;74* ONAL �N REVIEWED FC R COMPLIANC JUL L U LU IU OLLEGE S 1ATI )N ENGINEERING \ \ \ \\• �ti^ �, �. ; _ / Tc 293. \BLQU \ \ �. ET INin LEGEND FL 18 289.90 \\L,y1 fiF� ,t0 / \ \ - /, p \ �(RE ER 1 © ELECTRICAL TRANSFORMER 20' P.U.E. \1�1 // / '� •� \ \ \�1�\'� `,./ % �`� 3ST �SSO Q// / �8°ARO \ \�4 �� \ �w� p \ .,.,.,..k • ,. • . •, K � \ \ VOL.14271PG. 1 w rM1,. \.,� / ' i �, ---• 2�4-- S- _- ^_ Q / Sj• q> Q •. \ \ \ •2 '� -•--BUILDING NUMBER �' ,t �. \ \ \ \ \ \\ h p t t / \ \ J \ TG 294,5 7 \ °Rijn ` ^ _., v TC 293.00 \ 1 FL 18° 290.50 �-o\ \ •\ � - BUILDING TYPE " PROPOSED RF \ f p \ J J _v� 18"`as.� \\.\ ., \ � . > - r °• \ \ \ \ _ \ 10' P.U.E. 3S,r 29g O \ ` \ \AFC \ Q�J I \ \ \ \ \ \ \ �•r LIGHT STANDARDS REFER TO m REor, IRE j # \ \ �� 7•q f f• L - N,N. / \ \�\,�294 \ ARCHITECTURAL DETAILS M r , PARKING COUNT 8 : ROPOSED' \ IW P.U.E. -� r I� r p \ \ \ \ \ UNDERGROUND ELECTRIC / ♦ \ 9 v ID ., , 10 `295 J \ \ \ \ \ -- --�--- FIRE LANE �' \ \ _. i F \ � F .a. PW EL=1084° AFF / / _ \ FF.2 \ 3ST0 >�O ` \\�.• FIRE HYDRANT : K MWtars+rrrOM / / / " � PROPOSED LANDSCAPE ` \ \ F�, . \ � ' R\ '� / \ REVI - _ Ktc'--- / .� q PROPOSED \ `96 _ ` \ y-i WATER VALVE (@�p�v�y@, F Y -L . ,�'-"^.� C ..,` ~ \ 18.5' P.U.E. `__ \\ \ n g C I this F °pl t / / / ti \ ` \ \ `aa \ '� -- TEMP. CONSTRUCTION FENCE c1R TC 296.60 \ `,2� \ \ / T 3 \ ` IT CONDUIT AND PULL BOX ?$ s \ F\L 8"29z.60 �s�� \ \ .� \ JUL 2 02010 NOTE '°' eV/ \ \ S p` / / IV \ \ PROPOSED FDC(RFJ ER TO C �R...L-r=�L. �: IAl ��J14 03 MAINTENANCE ELEVATION / 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER \ l0lN. \ ,3 PR POSED �\ T?°,o OA \ / os\ \ ao. 1a' P.U.E. \ \ \oo ssiv\ - F� i' °� K v-ftl r -r-w EAST SHALL BE SPACED AT A MAXIMUM DISTANCE OF �.• `?g \ FDC MEP FOR SERVICE TO DEAF OPMENTSERVICE5 B \ 3 8 \ BUILDING q 8 Jun o ' gig p� d EF / 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND ST -o ) / P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & �� _ `� \ \ \.� \ \ QRlFS \ \ \ \ PLAT ±ILEA: �t_ ! GUTTER SHALL BE SPACED AT A MAXIMUM SEE SHEET C-05 FOR SITE DATA TABL -- DISTANCE OF 10' APART. _` IV \ \ \ 2. DOWEL IN AND TIE CONCRETE APRON TO - `" -3� \ FF. \ LLARY DOWN CURB WITH »3 x 12" BARS @ 12" O.C. '�� \ /� \ `�SToR96O \ ~ \p'Ft��bSED \ SITE .FLAN • 2" BARS 18" O.C. \. \ \ Fs ' 14 CAMPUS VILLAGE' PHASE .1 A \\ \ E� 1/4'. ...� 24" \ \ � '� ' •. -- --. 10 P.U�E. ., \\\ \ EL�¢= llr-6' AFF \ N4 BAR y„R 12" 12" \ \ \ \ ` ` ` \ \ _ \ `\ \ \� A PORTION OF LOTS 2R AND 3R 4 _ ' - _ 2se 298 \ \ THE WOODLANDS OF ° a �;"R y R _ _ _ �,� \ \ 2 COLLEGE STATION SUBDIVISION -..EL p+SC -• F6'a_ a + "' Vv' v . aZ WATER METER SC °S��194 MULTI FA111ILY UNXTS DEVELOPED j/ ♦• A••• ,° ' a ° '•n +°. o a.` i4 R 1 1 ' 2„ 4 14*• " a Q -w ISH FLOOR 24 #4 BARS CONTINUOU saacrt�s SEE NOTE 2 1„ � AND 3" CLEAR TYP. 28-DAY CONCRETE TRAFFIC CIRCLE 01 MAINTENANCE ELEVATION STRENGTH-3soo S�. ,w-w soum 24f1 LA'S DOWN COMPACTOR SCREEN WALL G�EiR SECTION WITH NTS 2' APRON MOD. STI-0 BLDG. TYPE WATER DEMAND GALLONS WATER SERVICE (WSFU'S) PER MINUTE METER SIZE SIZE 1 190 63 2" 2" EI 230 69 2" 2" Ill 375 97 2" 2.5" IV 190 63 2" 2" V 240 71 2" 2" COMMUNITY 50 28 1.5" 1.5" CENTER MAINTENANCE 15 12 1" 1" BUILDING IRRIGATION 34" METER \ Aek \ \ \ lV \ \ 18. fib ACRES °x . \ \ \ � , ` -• -_ F \ $• I t j •CITY OF COLLEGE STATION Q a " � N \ \ D Sr Kso BRAZOS COUNTY, TEXAS PRO k1 I d .off' z. JULY 8, 2010 •"� A s \ \\ \ 299~ • I c7 A A U A DEVELOPER APPLICANT/ENGINEER S BEET I CAMPUS VILLAGE COMMUNITIES KIMLEY-HORN AND ASSOCIATES, INC. \ \ \ 13 919 W. UNIVERSITY DRIVE, SUITE 700 12700 PARK CENTRAL DRIVE, SUITE 1800 ROCHESTER, MICHIGAN 48307 DALE.AS. TEXAS 75251 CONTACr TEL: (248) RAY �� LING TE NO. (972) 770-1300 • P.E. C�(12 FAX: (248) 609-0425 FAX NO. (972) 239-3820 IJJ Im •\•\ \ \ EXISTING 20' SANIT RY SEASEEWER \ (VOL. 3482, PG. 230) M d \ LOT 1 R EXISTING 20' SANITARY 43 45 ACRES_r----' SEWER EASEMENT (VOL. 9664, PG. 201) WOODL OF COLLEGE w i za. I ST TION, LP C LED 73.45 ACRES OL. 051 PG 158 -ONED Now GRAPHIC. SCALE 11-0 >0 1• s4#�'�e y IN M inch = 40 w o Ven 00 CD ow+ a co a C= c .3.. o $ A �z LEGEND 2m-ca6�� / /� / / / / 1 11 - _ VICINITY MAP NOT TO SCALE . Nt \ 1 FL 24" 28_3.50 EXISTING 40' HIKE AND B / / 1 / EASEM NT .3 I , ma�/ -- 286 _ ' 2 i?,7 - \ a ` • \ \ \ `PROPOSED 10' P.U.E. ` : , jr 1 \. ' \ \ \ \ \ \\ \ �ti / �� \ x i � 1 , r , ads � ! 1 k TRIBUTARY B OF BEE CREEK / \ \ \_ q� ' .. \ THICK ONCRETE°HIEKI AND B KEH �, ` ` 1 I ! �d'� 2�5 // / / / /h 1 \ \ TRAIL WITH 2 FOOT SHOULDER \ \ 1 ! 10' / i / 1 \ 1 \ \ EACH SIDE. SEE TRAIL PLAN SET/ ` (� FOR DETAILS. ( l _ / / J 1 \ \ \ ( METER` OS ✓/ I R AINI W L o; 1 1 \ \ / \ `\. \� f 292.10 Pri 100 Y FLOODPLAIN !j�E R \ \ f \ E NO.08-06-2506P' a�a GAF . �E� E I* j KEVIN S- GASKEY 1� ,0 69165 r W z O vp --------- ------ -- \ -- - - - SEE SHEET C-03 FOR SITE / FFF=2�3.50 \\\\ \ 2� ` \ �, ' n /i/ �! ,' / / 1 // 11 '/ ._.. _!_.._.._. ....._..�....�,� - , _..._...._.._ 11 w 1 \ \I ! PLAN NOTES. H H 1 1 STORY \, c \ S , \ 100- R OD AY ER \ / ( / / - \ J T-1 / N�'EN �• � \ � \ \ MR S NO. 8-06 2506 \ / / l f r/ , / - + - - - - - - � - off- --- - 8�: - 1 � I SEE SHEET C-05 FOR SITE 0% � \ \� \ \ RO SE \ /� q / �� I / ��P / \ 1 1 1 �, 1 a 1 ! DATA TABLE. ��^ W / BLDG p0 \ ET Nt 1rV L y��J / 78• \\ ` \ �/ OOp ° \ \ \ \ \ PRE SR T L\ t / / ! {\ -- _ r -- �2s7 \ t 1 F- 1 _ p V " �� I y1 / \ ( 1 _. _ REINFORCED PORTLAND CEMENT 1 V 18 283.00 / / / ! FUTURE PHASE 16 \ \ ' %- CONCRETE MIN. COMPRESSIVE " ` r NC, / ,• �+� l Jl / \ \ 11 a ` ' STRENGTH OF 3500 PSI AT 28 DAYS. 1l3 BARS Q 18 O.C.E.W. a ^ O TC 293.00 \ \ ��. � Zp g�}1LD r 1 '` , ' O- / / / \ \ 1 O FL 18" 289.00 \ �L �'t-.1 _ - _ _ SgTgpGK - 5. pq \- _ - - - - • ' \ _ : i f ' V RAIL _ _ - \ / \ _ L _ \ ` _ _ _ - - - - - - r ' a \ \ LOT 2R -- __. __ 2>3$ s" V 1 Ci \. \ \ \ ROPOSED TC 290.1 ` _ _ - - ----33.�60 ACRES \ \ '10 P.U.E. FL 18"283. r w \ \ \ \ \ \ _- _ _ '-�G CARIFY & COMPACT 8" MIXED WITH 5% HYDRATED LIME (BY DRY D\ \ ` z9 , ZONED ` FL 1 �$ SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. - _._ _.. - - ,� 1 \ COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY t .r �: / \^ _ 789._ -. _._ _- -- J �\ DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE - F. t, va' �� 40N / PROPOSED PDD - __ _ _ __ _ \® 3S'T ?9��0 \ \ \ \ \ \ d Zg1 ' FF=294.60 ` 10' P.U.E. -- -- _ \ \ / POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT, s& ;rill, :'`.F _ ` 3 STORIES ® ' FL 18" 288.11 FL 18" 287.72 - _ / LIGHT -DUTY CONCRETE PAVEMENT A=54°51'15" ---290 - _7 Q iRE \ \ 2g2 / / � I � `\ R=29.50 - -- N.T.S. � RE U • \ ` R REINFORCED PORTLAND CEMENT I Cl +V TYPE ill 4. \ I _ �[=2$ ,2� "- -- _- -- - - -- -- - -- -- CONCRETE, MIN. COMPRESSIVE Q ` I " ®® ®� ° � - -- - - f BARkfaADE -- __ __ 29 \ 18" 292.85 ~ S! STRENGTH OF 3500 PSI AT 28 DAYS, BARS Q 18' O.C.E.W. 0 •F2' _ - - > � CB=N27 31 �7 r~ ' FL 18"288:80.. P . `' , 1 , 3 2 - i- _ __ _ _ __ ` - 1 s ;� . i ; Sri: _'•• ; •' "' 0 sAk,- _ 1 r I TYPE Ill - 20 3 `L / I I F O BARRICADE - FL 18" 288.42 Z9$ \ \ 11 �y , w I ¢ �;� -- "SCARIFY 8, COMPACT 8"MIXED WITH 5% HYDRATED LIME (BY DRY •._ ` '� \ \ \ \ \ \ 1 / rn SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. '� 4 / r- ` ��295 ( O v' PROPOSED 15' P.U.E T p \ \ / _ COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY 3ST ?9960 \ /`'� \ \ \ \ 296 \ , FF=300.00 \ \ a LL a DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE °R/FS, PR��SED 10 V P�OPOSED 3 STORIES _ •gy�pp' I k � PROPOSED a �S © _ / POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. u. 10 P.U. \ \ \ O \ \ _ 10' P.U.E. -1-t �_. _ - _.. - - - _ _ _ __ _ - __ _1 / 10' P.U.E. \ „ F1 - \ \ \ fp 0. r I 297, _ i .,y- _ _ _ _ - � �,„�. _ _ ` -- _ _ - _ MEDIUM DUTY CONCRETE PAVEMENT � �~ - - - --- -- i-- - ----------- :_�--- -- -- - -- 10 --flf !� -� r N.T.S. \\\ as \ ` j� 2�'y'_..• . '.. .. ,"• ... ..--... .. •. .. - ,. �` r Ift REINFORCED PORTLAND CEMENT I- K N 8 °53'41 " 279.5 ' - - _ _- �\ r -' r►, 6 ` ' CONCRETE, MIN. COMPRESSIVE -� - - ( _!_ �� , r �'" \ STRENGTH OF 3500 PSI AT 28 DAYS. a \ _ 8" PR V \ \ \ �� '1OP. SSWR.. - - -- _ _ -I - _ - - -- - -- -_ =y5' BLDG SETBACK 2g�+ �r \ -2" PROP. -WATER _ _ - -- • - : <, ' \ \ 3 R `3p� \ �h e I I FJ I• r --I �--- -� - - - fl - I I ( I I i - - - �- - �-_- - --iL.. - - rt- -- -t� - -r i - I \ `\ \ D SrpR/ 60 PROPOSED 15' P.U.E. Rj 7O I ( O gg i I `Q _ `�' N I _ \ \ `� ` _- -- __ \ \ 8" ��J O \ \ _ \ \ FS PROPOSED I - -- _a t�O- I - _ - - - - - ``. 298-I _ ` PROPOSED 15' P.U.E. \ �\ �� Hj /� C E \ \ 10' P.U.E. ( I io v) ( - - - _ �• �� ', r•.• ►-* 299 I - ®®® ®® ® ( I I ®® - ®®® ®� ® S COMPACT 8" MIXED WITH 5% HYDRATED LIME (BY DRY ,2 I \ I ( I _ \Ill- SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. JUL U 2010 TC 296.35 \ : \ COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY -299 `� TIONI _ w FL 18 289.08 \ DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 T04 PERCENTAGE ' PHASEIA T IRRt METER \ y `\ �` POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. COLLEGE S��ON FF=303.20 - - _ - 16 -- - _ , , \ ` - - _ \ \ E G�NEERINO TC 298.80 t r._ • . FF=300.60 300--- _ \ HEAVY-DUTY CONCRETE PAVEMENT r \ \ \ \ ` \ eC�jCO \ \ I / 3 STORIES �. \ _ FL 18" 294.60 _ ! 3 STORIES TC 296.95 I ` "� \ \ \ N.T.S. $ \ \ \ \ ANC+ I� •� / - \ -- TC 299.10 r FL 18 2&00 _ \ 8 \ •, \ �.. SF \ ( \ - - -' �__.---- FL 18"295.10' _ --- "- - - - - � \ \ \ _ \ g� (��g IW Lai- \ \ '� SITE PLAN sopI - CAMPUS VILLAGE -PHASE 1A JV Al ly' 41 _ 30 A PORTION OF LOTS 2R AND 3R •� \ �o� \ �:� I - �- �` 'R ` - - - - - FD ¢ \ \ r r \ \ �.- �S Z�o53'2 THE WOODLANDS OF \ \ \' , \ I I vt F► a ct BIKE RACK LOCA IONS _ Ft >Z 30s_ `' N ` ` / / \ ry I Al CONDITIONING UNITS J P _ - ?9 I d ��..- \ \, ,,,,, �-- / / COLLEGE STATION SUBDIVISION w \ ` j -_ - OZ (TYP) 3 / �) / / r i -- ?9 9 " s 7 .t_ a �. \ \ +_+r, , / / / 1 O ° / 9 r , \ ,� \ i 194 MULTI --FAMILY UNITS DEVELOPED o S 0; 25 BUILDING SETB K _ 25' BUILDINGS TBACK -� " 3 - -= -- -P - - - _ _ I �-� ..�'T\ // '' 18.66 ACRES x i"' % " .•: - �,« we u•i..` -vs. oac - \. .. N TT] J J/ r �04 _ _ /r _. _... / - _ / '� CITY OF COLLEGE STATION a P- --�f I EW / / / BRAZOS COUNTY, TEXAS 79 N 89%5,3' DULY 6, 2010 .09 . / 20' P.U.E. �� J / \ \ / ' VOL.1427>Pc 91 '- - _ -~ ' - = _- _ .30 A- _� - - - - _ __ _- - - / \ DEVELOPER APPLICANT/ENGINEER SHEET r, r "'l r •r'\ i\� / \ \ / �iHEE / / \ \ J / CAMPUS VILLAGE COMMUNITIES KIMLEY-HORN AND ASSOCIATES, INC. m +� SEE TXDOT DRIVE PLAN AND _ _ _ -- •, -- .- - _ -_ _ _ _ - -- j p� p, eh+��s D1 P CENTRAL DRIVE, SUITE 1800 DECELERATION FOR DETAILS. `. ` \�\ �_ _ _ - - -.. _ - - - -- - -- _ _ - Y - -_ - -- - - __ - - -- -- - �. _ -- - f - - _ r �3tS-� » - _- __ '`- !_ -L " _yrP EiH 1 �7ERY lCW_ `J TER. UNIVERSITY SUITE DALL ARKAS � �, . \ J-.•.'--_- ---299 --- l _.'" - ,- _ ROCH SNIVE MIL HIGAN4830 _ __ _ - ._ _.._ - __ - _•. __ __ -. -. _ - -_ -_ - - r r _ - _ _ C T DALLAS, TEXAS 75251 aq \ .\ \ �; -_�__ _. _ -- - . _ - -- _ -..-- - -- -- _-. .-•- - -- -- - -Ly _ - -_ P T S \ Y EH CONTACT: KEVIN GASKEY, P.E. r /� "r "I'll-, \ \ \ CONTACT: RA t� UNG TEL NO. (972) 770-1300 C-04 fi1L�ED: v F \ v \ - - - - - _ - - -- -- - -- -- -- --_ - -'_ _ - __ -_ ._. __ - -- - -- -- - -- - - - -'� TEL: (48) 609-04 FAX NO. (972) 239-3820 _ 3 \ O \ \ ..-. - __ - - -. - -- _ - -_ _- -- _•_. -•- -- - _. __.- - r y_ -- --- J _ \ \ FAX: 248 609-0425 1 \ I � \ EXISTING 20'SANITARY SEWER—\\\ EASEMENT (VOL 348Z PG. 0) LOT I R --�-- — �_ 43.4 -ACBE— �1 r WOODLANDS OF COLL GE---„_...--�•• I I STATION, LP ................. .... - I �`�'-•• CALLED 73.45 ACRES .._.•-�- 'f'"� ING 20 SANITARY �� • �- PL,4-5.8' ER S£MENT 9664, G.201) I EXI NG 40' H D BI EM T. �,.�t��i,�tt�t„tttittr �,� ,��,1 `�1�AMR �♦� I��I�,�`,��:��i;�+� ♦` �ttt I�j ♦�.. t ttttttt ,4 �iti�Ot��4: � tpittt4tt,4!llG�� t�ti� tltilO.,,oi,,t�►r� • � r \ � _ t VICINITY MAP NOT TO SCALE VCD / N. / / a �` \ ` : -• { r _ \ J� ��/ l// TIE TO EXISTING 4 \\EXISTING PAT D- \ FT SIDEWALK / It \� '• `� L2' '28 \ w ��if / ,\ 100- FLOO€1pLAd PER / 100-YR FLO¢DWAY PER \ 1 CASE iR� '� � •��'� r � j ( � / �' LOMR CASE NO. \ 1 d'� LOMR NO. 08-06-2506P x j I 08-06-2506P REPLACE EXISTING / / \ \ _ i / r�•' f/ cu f N / - _. 6" VERTICAL CURB WITH ROLL -UP CURB / / r -- _ / _ _ WITH 2-FT APRON. / / �� -`'4.. \ /7` -- ` -` \.r r j FL "2 50 , �� 1 / SEE S Y O w fl z O GRAPHIC SCALE 0 40 0 20 40 80 Fo 1. DOUBLE BACK HOLDS 4 BICYCLES. 2. FINISH TO BE WEATHER RESISTANT, BAKED -ON POWDER POLYMER COATING. JUL 2 0 2010 3. ANCHOR BACK TO CONCRETE WITH 3/8" X 21/Y WEDGE ANCHORS AND NOTE: TAMPER RESISTANT OR WELDED NUTS. (4 REQ'D) OR SET TUBING 12" " " EXPANSION JOINTS IN CURB 5 GUTTER SHALL BE BELOW GRADE IN 24" DEEP X 6" WIDE CONCRETE FOOTING. �✓� ��-� d'`. $ tp) ` �+ 8 RED STRIPE PAINTED ON DRIVE SURFACE WITH 4 WHITE SPACED AT A MAXIMUM DISTANCE OF 60' APART 4. CONCRETE BASE MAY BE COVERED WITH DECOMPOSED GRANITE. ;�*T SERVICES LETTERS STATING "FIRE LANE NO PARKING AND AT ALL RADIUS POINTS. P.T.'S AND P.C'S TYPE 5. PLACEMENT OF BICYCLE RACK SHALL BE CONVENIENT MAIN �"'�® ►e TOW -AWAY ZONE" "B" CONTACiION JOINTS IN CURB &GUTTER SHALL ENTRANCE AND IN A HIGHLY VISIBLE AREA. r;' PLAT F I LED : CED AT A MAXIMUM DISTANCE OF 10' APART (INS) 1 Inch = 40 fL LEGEND 6 O o N M_ OQ Aft v allw� (D 3:: i c ' cn CD <C o E cz j g z 00 V v BAH OF rE KEVIN S. GASKEY s 69165 t�= o•,,c psi°-.'��;,; �•i jp I!7 NOTES. SITE DATA SUMMARY TABLE ZONING PDD ¢ PROPOSED USE MULTI -FAMILY \ j r , r 287 0 / I / / O \ GROSS ACREAGE 18.66 AC. (812,834 Sq. Ft) STINGW � t 1 j L 4 280 0 • �• �, / � `-- / \ \ �- / -r •`2- " TOTAL DEVELOPED ACREAGE 15.23 AC. (663,419 Sq. Ft) _ , !FPLACED 4 FT SIDEWALK H BE \ \ \ \ f \ \ \ \ � � / d ,. - � /REPLACED WITH 10 FT WIDE HIKE ( t \ \ \ / / O j AND BIKE TRAIL \ \ \ _ __ _ ___ ` __ _ 1 z t + /j rr� /� ' PARKING REQUIRED: ROPP DS APE WAL ,� APR PO D WAI ING — --- , _ TC 291.90,- RAISED 10 FT t FL 18 287.04 X - -o _ - QUO / %� SPEED TABLE. J \ ,•w � .� "` ' r r? O~ •�.. - f•`L�`___'^•� '- f . � +_ -.. ,. .•• _. _ ,..._.._ yam`/- /"%' `. / PROPOSED 10 FOOT WIDE 141 THICK CONCRETE HIKE AND BIKETRAIL TERMINbS , ?" `" � 18' P r+""'" R ' _ O •° / \ - c TRA�I'tH 2 FOOT SHOULDER- 12 .EACH SIDE. SEE TRAIL PLAN SET FOR DETAILS. T4C FL Ie2 EXISTING 69 PR N S TG 290.30 \ U.E. .\ \ 1 (STING SIDEWALK j / �t`I� Sex " \ PROPOSED 15 P. \ \ \w _ / \ FL 18 285.42 PROPOSED 15 P.U.E. \ -1,,- 12 ACCESSIBLE PARKING REQUIRED (676.2% =13.5) 10 `s PARKING PROVIDED: REGULAR SPACES 662 RAISED 10FT�`�!` ACCESSABLE SPACES 14 -TCe-292.85 SPEED TABLE. 1 u FL 18" 288:6Q TOTAL PROVIDED 676 nuuf uff•ry TOTAL BUILDING Sq. Ft . K - '• -..., \ -, Op \ 'I \ \ ..rrcrrau nncw,•�a f n'r CONCRETE PAVERS ON CONCRETE SUB -BASE 6" 1' SEE DETAIL D SHEET LD-1 h FACE OF CURB (BACKGROUND) \ PROPOSED I5P..E. r/ ,e '•�%%;rv%�%N1i�r/':li%'�Y �i�.F Y,L• mom r / 'f' . ••-- � .,,, �\ � \ WATER POt OF / '�� \ \ CONNE K - \ 20' P.0 EXPANSION JOINT VOL 14271PG. 291 \ / \ / VEHICULAR CONCRETE PAVING \ / J SEE DETAIL B SEE CIVIL SHEETS FOR THICKNESS a 6 \ \ \ \ \ \ \ / / j j SHEET LD-1 AND REINFORCING ,� 94 % j COMPACT SUBGRADE / `t� j PER SOILS REPORT TYPICAL SPEED TABLE SECTION -- - - 44 • - __ 1 \ \ , \ / / \ / $ N.T.S.El a \� \, ,^ / \ , REVIEW NOTEs:NGE FIRE tAf� NO PARia•IG TOW -AWAY -ZONE FIRE iM1E ti0 PARKING �-•�--•.f[..� _ate. - _ ^;rf•,�:t. ��R9c-Yt+kL BE SPA s 31" 24" • BE SPA s 31" 24" • FIRE LANE MARKINGS w O 3 �•----- 92" -----� 1/4"R 1 3/8" 3" 2" B SERIES c 118" 28-DAYCONCRETE T 2" STRENGTH = 4000 psi 12" 4" DESIGNATED 2" C SERIES 3" ,�.� 18" PARKING 1 1/2" 2" C SERIES j �� o _ 1 p ONLY 1 1/2" 2" C SERIES 0 = #4 BARS 3" 2" Q c l� 21/2" 0 = 3/4" X 18" SMOOTH 4" SIGN EXPANSION DOWELS DS o°Go A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY TYPICAL COMBINED N FIRE LANE DETAILS CURB & GUTTER SECTION a A N.T.S. N.T.S. 5" 6" 7" 1/4" THICKNESS (TYP•) 1" X 2" RECTANGULAR STEEL TUBING BASE. 11 GAUGE 1/8" X 2" X 2" X 0-2" ANCHOR BRACKETS W/ 10 HOLE. WELD TO BASE. (4 REQ'D) f' MIN CLEARANCE FR( WALLS OR OBSTRUCTIONS ON BOTH SIDES AND BAC FRONT TO HAVE V MI CLEAR AREA. 1" X 2" RECTANGULAR STEEL TU 11X T X 2" X V-2" ANCHOR 1 GAUGEt3tNG BASE. 8" BRACKETS W/ VT HOLE. WELD TO BASE. (4 REQ'D) N BICYCLE RACK DETAIL N.T.S. BACK OF CURB/EDGE UTILITY OF SIDEWALK EASEMENT PROP. DOMESTIC SUPPLY LINE •— -- — — -- ISOLATION 4" GATE VALVE W PROP. 6" PROP. 4" FIRE WATER LINE TER LINE DOMESTIC METER /-' SUPPLY©STtC NE 6" GATT: vALVE 6"x6" TEE 6" 90° BEN — --- PROP. 4" FIRE WATER LINE T ARiES ISOLATION 4" GATE VALVE 6-x 4" REDUCER DUAL SERVICE LINE DETAIL N.T.S. BACK OF CURB/EDGE UTILITY OF SIDEWALK EASEMENT DOMESTIC METER PROP. 6" PROP. DOMESTIC WATER LINE SUPPLY LINE OLATiON 4" GATE VALVE 6" GATE I 4 PROP. " FIRE VALVE WATER LINE — — — — — 6•`x4" REDUCER 11A, mice TAP TYPICAL SERVICE LINE DETAIL N.T.S. BLDG. TYPE N TOTAL NO. OF TYPE PARKING TOTAL BLDG. LDG. UNITS REQ. 1 3 18 2 BR. . 1.5/BR. 54 3 3 BR. 1.0/13R. 9 15 4 BR. I 1.0/BR. 60 11 2 4 1 BR. 1.5113R. 6 6 3 BR. 1.01BR. 18 12 4 BR 1.0113R. 48 4 5 BR. 1.0BR. . 20 III 2 22 1 SR 1.51811. 33 18 2 BR 15/13R 54 6 3 BR. 1.0BR 18 12 5 BR 1.0BR 60 N 8 64 4 SR. 1.0/BR. 256 V 1 10 4 BR. 1.0113R. 40 TOTAL REQUIRED 676 BLDG. TYPE NO. OF BLDG: SQUARE FOOTAGE TOTAL SQUARE FOOTAGE CONST. TYPE SPRINKLERED 1 3 16,254 45.762 SA YES 11 2 18,365 36,730 5A YES tit 2 32,208 64,416 5A YES N 8 13,722 109.776 5A YES V 1 17,155 17.155 5A YES COMMUNITY CENTER 1 10,462 .10,462 5B YES MAINTENANCE BUILDING 1 1,247 1,247 56 YES CABANA 1 539 539 513 YES 286,087 Sq. Ft TOTAL # BEDROOMS: 627 BEDROOMS PER DEVELOPED ACREAGE: 41.17 TOTAL # UNITS-19.4 UNITS PER DEVELOPED ACREAGE:12.74 WATER & SANITARY SEWER DEMAND; SITE PLAN CAMPUS VILLAGE -PHASE 1A i0 REQUIRED NOT ,r V W. V1 REVIEWED FOR COMPLIANCE JUL 2 0 2010 :OLLEGE STATI N ENGINEERIN A PORTION OF LOTS 2R AND 3R THE WOODLANDS OF COLLEGE STATION SUBDIVISION 194 MULTI —FAMILY UNITS DEVELOPED o 18.66 ACRES g CITY OF COLLEGE STATION BRAZOS COUNTY, TEXAS z JULY 6, 2010 DEVELOPER APPLICANT/ENGINEER SHEET CAMPUS VILLAGE COMMUNITIES KIMLEY-HORN AND ASSOCIATES, INC. 919 W. UNIVERSITY DRIVE, SUITE 700 12700 PARK CENTRAL DRIVE, SUITE 1800 ROCHESTER, MICHIGAN 4=7 DALLAS, TEXAS 75251 CONTACT: RAY BEHLING CONTACT: KEVIN GASKEY, P.E. C-US TEL: (248) 609-0406 TEL. NO. (972) 770-1300 FAX: (248) 609-0425 FAX NO. (972) 239-M T'IN " ' CA U TIOIV i ! " v� EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VER77CAL LOCATION OF ' ALL -U71LI71ES PRIOR TO CONS7RUCCN. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXIS77NG UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY 'I A - DISCREPANCIES ON THE PLANS _ K r- DIG TESS 1-800-DIG-0 ESS tSTil)!G �: :^ V f - SA1f1tFUT AND \ (@ least 72 hours prior to di9ging) \' `\ MOVE t21 S� , DRIVI=V�IAY -- �\\\";'• �3 �', 2� ✓ OEXISbN -AVEINE-NT/ --\ '-\SAWCUT\D• RE OV OF EXISTING \ \ y • •• / , t7 SY OrWISfIN\G \ti\ �\ SIDEWALK r �° / -PAVEMENT ! \�t`4 \ `- \ 293 - / J' ' AW'CUT-ANp ROVE t17 SY OF EX°( Md - PrAVEMF,,NT \ \ \ \ \ \� `\ ` ♦- ------ 1 -- { \ /Sr SAV1lCGT AND SAWCUT a1&REMOVE\ -29q ........... +1� \ / MOVE t171 SY t35 SY OF EXI TING RE \ � \ \\ � / j �' -_ �,,,• OF EXISTING ^PAVEMENT �\ \ \ �- REM&E t120 LF \ \ \ \ \ \ \ \ �� / w _ - - ` \ ��/ EXISTING IrNCE- -. ` r, \ \ \ \ } I ! t f l _ _ --f -• - 1\ \ X� t \ / f (\ J 1) I \ IN • l � � � �, ;. ~ i _ - f •\` ` — __ .- � ` - -\\ \\ ` \ \ \`�� \ � ` ' � fit 1 / --• / / \ ` \ i . \\ � � ! � / �� s �.�� . �. ,.-. • �� E ; c -_ _. �`' "' � . �t/ J / �\ � , _\ \ - \ ` .\, ,, .� \�\�,.,\\ ! / f f rf ! I \ I t{ ,•- �\ I f (4004 _`.KI •; .:a•,..:•.a:. �� 1 � f -•,. / "i w ` \^• -... 1i \ 2 \` ` \• \ \ `\ � \ � _... , , r ..y • • • ' • 1• IN T. ) / ,' � REMOVEy±k5 SF \\ \\ i- _ \ 8` \ \ \ l \ \ \ \ ��q`,\� ., f f 2$7- .�� _ ` -��( J OF FXISl Ii G \ w \ \ \ \\ \ \ _ �- _ __ __ \ \ 9©` �..,\� _ -� _ �► \1/ .'J 1 J 1 SIDEWALK -SAWC t�T` NO© REMVa t260SYFEX?STtNG\ 9 -28892300 � P}AVEt EI NT-- \\\�r--- \ '289 -_ -. _- ._......_ -- _-- __.- .� \ -- .- .~ _... r SAWCUTAND R�MOVE . r •••'�.; \ 2 �_ \ \ 1 -`t46 SY OF EXITING \ \ /' 295- \ \ \ \ / - 4\ ` - 90 \ \ \ PAVEMENT 1 ... ��` � \ ( / / /^ REMOVE 1855.LF EASTJNG \ \ \ \ `- - / -` __ _ _ \ " _- `_ 1 ,\ 296- _ _ \ \ - �j \ ` - _ 292-- - -- -, --_ _ 2gg SAWCUT`AND }REMOVE / \ \ 297- \ _ / r +~ ^STloIpN ` \ ,. -. • j DRIVEWAY e f CE \ \ \ \ / - ._ __ -293 - - \ _2810 8Y OF EXIS'IriNG \\ • \ \ / Y \ - 294 - \ \ \ \PAVEMENT' _295 sp_ '299' \ ` \ \ \\ `� , ' l - ...- -_ _ ._.. r- /- �\ _' .1 "_.,, ,- •2 \1 \ \ \ - • \ /, ��/ ",-' \3 30p.` \ - \ \ �' \ -- _ _ ._ 296 \ \, _ ` _ \ 2g 7, \ \ \ \ \ \ \� �� - •.. \ ` =Y ' J �i REMOVr IOt LF�E�CISfING'^ r " �. •297" \ ` ~- \ ` 293_ FENCE '` - _ 298- _ 300 19 19 REMOVE t1,460 LF EF. XISTINa \ \ \ / �/ , ` FEPCE-- / / r- __ -- -304 / / / LEGEND EXISTING CONTOUR F; (&flfj %IZVj::4&LQ l SAWCUTAND REMOVE NOTES - 1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE RELOCATION OF EXISTING UTILITY LINES WITH ADJACENT LAND OWNERS AND UTILITY COMPANIES. 2. ALL CONSTRUCTION WORK SHALL REMAIN WITHIN THE GENERAL AREA SHOWN ON THIS PLAN. ANY DISTURBED AREA EFFECTING THE ADJACENT PROPERTY SHALL BE REPLACED BY THE CONTRACTOR AT HIS OR HER OWN . EXPENSE TO EXISTING OR BETTER CONDITIONS. 3. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES. H M 1 a s' ca co co o --- E -U z 00 A 04�a k= KEVIN S. GASKEY 69185 VR'-sPGE'o%'4 Pi z 0 11-4 a 0 w A SHEET C-06 d=34017'40" \ R=245,00 L=146.65 CB=S29a14'38"E \\ C=144.47 ! ! 044 206 ! ! N 6 / ` s w > SEE pEMOLITION R1.AN C-06 \,,FOR EXISTING PAVEMF�NT. \ \ \ REMOV -CURB AND \ CONSTRUCT SIDEWALK TO�f� SLUSH WITH EXISiN\G W''2:2:\-RI PAVEMENT. d�l REPLAXtSTIIN( / \ TH / --VE"CA o LtRB WITH / 6 -R UP CUR WIT AP�N. / \ \S SITE PLAN A/ / FS iE T C ' > `7r � I '4 �''.' y/".?i• i'+' III 4W k': /-:. \ \ \ W W \ { *d I E W Y•:- \ W I C II \ -s 4 'f / ':.�„-` .✓ .� x,.r�n> 4y r at'F• t3�a I i I � - \ \ \ \ _ � \ v h 1't I N w 3vs• \ 1' t _S. t. \ Q \ r? 1? l Ik v t f + ZS.y i• j�mil. J hz. _;:. \ \ ! � / \ \. \ 'zo ✓`Y-" � Wiz% \ \ \ \ i 1 I ' / / / / B-14 N:10200791.23 i3t ( ^;. t:3556666.14woo B-15 N:10200771.98� \ E.3556812.99 ne ey' I I pp I �I s-.� �. '�. I ,'r � :,;s�, ,�;:•. P.B. h r'+ \ / / / -16 N.10200696.2 \ \ -:3556915.13 CM N , REFER TO POOL AND ro ✓ �: \ 1 (� !t� i LANDSCAPE PLANS P-2 FOR THIS AREA N:1020fl6fl5.15 N:10200591.�5 \ E:3556538.72 I V ♦ \ \ \, � / � E:3556695.39 \ \ ` B-8 ♦ �A f�, f I 1 I I � 1 // jl I•t I l ! � cy\ \ ; tar "'r �>''"-. h �, � f N �•'� >� �,'� \ \ \\\ \ \ \ ♦ ♦ `�\\ ws rTEN \ \ \ \\ ♦ IV \ j \\ \ \ '` 1 BLDG °o \ \ \ OO \ \ N:10200525.31 ° O \ \ \ ♦ \` \ /> :3556814.36 �i °° \ \ \ ♦ � \t.,- \ \ / 'Y .. ry \ O r F .`,tom -'Y >, �s\ K ^ \ \ \ \ \ / / «,Ta V i• ' ,. ' ''>m'''„ors ,r ,r \ \ \ IV N:10200488. ♦ E:3556641.67 \\ 'B-2j / ^r' r ,}rr ` n r'r ss's=.1 ;S -'` t^.• ,,• (per .v ;; ye V r `^� �., �x � Ir',rz 'u •,�s�` s�: \ ♦ ,.,` a '� � ;�._ �-a cry, ..f� "o t",�j'� u.,, y �+ ! -�� I k `" - -sue e � CQ• y;: .;-y�''�.z �' - ; r. '?' >t �' 14 N:10200435.54 IV :3556970.13 ♦ r $-3 N•10200420.69 r J y � r!,g,yKY,.,r,' a- i P s, : ,. 0 `-,.cx-•*` �'�� ih r •,: m, . w ♦ rfi t .. w r ..� :3656756.82 xN 1n ♦ s G� F �.az I IY sC'' ��'r :x S! "```yid � .mot+. '^tir• �'' \ il^, .'F. J •'A:%- , _ r > L. 13 IV w ♦ ;r x y rl ram" x a xKy B-11 �/NA0200365.67 :3557097.45 y` i � - B-4 8 7 r N:10200333.21xc �3T,:3556913.7$ a Q ?^x h iC `? REINFORCED PORTLAND CEMENT REINFORCED PORTLAND CEMENT REINFORCED PORTLAND CEMENT ♦ rf' r CONCRETE, MIN. COMPRESSIVE #3 BARS @ 18" O.C.E.W. CONCRETE, MIN. COMPRESSIVE #3 BARS @ 18" O.C.E.W. CONCRETE, MIN. COMPRESSIVE #3 BARS @ 18" O.C,E.W.2 r r `ary 12 xs w STRENGTH OF 3500 PSI AT 28 DAYS. STRENGTH OF 3500 PSI AT 28 DAYS. _ 3 STRENGTH OF 3500 PSI AT 28 DAYS. IV " " B-5 N:10200265.58 .;• " .ti . _ --.. •.y � ` �•t- • • '• >♦ �`. ' �' �� I, ;. _ �:3557038.72 iC SCARIFY & COMPACT 8" MIXED WITH 5% HYDRATED LIME BY DRY CARIFY & COMPACT 8" MIXED WITH 5% HYDRATED LIME (BY DRY o D LIME BY DRY ( SCARIFY &COMPACT 8" MIXED WITH 5/o HYDRATE ( SOIL WEIGHT IN CONFORMANCE WITH TXDOT ITEM 260. SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. ♦ _ x c a SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY ♦ *yam:. w y ;,} ^_' o COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY COMPACT TO AT LFa45T 95 /o OF STANDARD PROCTOR MAXIMUM DRY Y ' DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE Y 3 DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. 'S 3 Qa. ; y MEDIUM -DUTY CONCRETE PAVEMENT LIGHT -DUTY CONCRETE PAVEMENT k{ ICI HEAVY-DUTY CONCRETE PAVEMENT N.T.S. N.T.S.x N.T.S. r , 0'z� ♦. d=55°05'26" R=98.50 L=94.71 CB=S35°24'47"W C=91.10 5' CURB CUT• _� WITH 12 SY TYPE R ROCK RIP -RAP_ C!• N e SPECIAL PAVEMENT /,//MA* NG/ 1± LAN6,SbAPE- \ \ �' Illl lk" Nx KI / B-1 N:10200910.93 a f _ f f :3556577.8$\ R� im l 7'4 f 1 .n. N �S 1 f - 1 r f '•io .�,._: y. w,9'c. •r�"a.: :-.xs 1. A, � < i��.5.r�..x� ��., �a/,�-� 4r �K-"',� ^u'-..- '. 4.'�t � .i': \ �\ Y.• k 5F' ai' �. � 11 3 4� ua =;;t." .r� 3"'s�, fi r . � E,a "�•' O � s.:.. ��.,,,o-.; n,� . _ '�yw T 't:.' .•'t?'w ry r ✓ . t.�-� `) ksc� �'s'�,�?�r•u"� 's "„>'' .a.- �` .->5.' l� �•w �' -"',+F o`.%- .O / �C� � I f �, d� Yam, 1.' y::" �' 3^'u:4✓^K'C_,c.h, '�.:.> `>. ^`.tsY- � �' ->,a.• `-{�' "`G,�'t / � ems. '�r',<" ^. � fia r• -.t w, O sru�5� b az z✓ k�� f p / T'4.F ._ �•�.u�.l�C� ^ y-{y' 4 4: i5i. , ,��„�'=rr' t'' v^Y' f r, ti f 6 N �,. ee' : �••t.-r-^�• at«.r-`+� ? �,ss ' :'`; "`,s s t' U�v 88°37'22" W 1` 69.89' u' Y 1 � \ t \ �� N:10200638.17 TTT\\'3556293 45 COMMUNITY \ CENTER N:10200727.27 :3556449.76 z z a a 0 0 o Q 0 0 w W- 0 Q GRAPHIC SCALE iz 40 0 20 40 w a- N ( IN FEET ) I inch = 40 & LEGEND 5" - 3500 PSI REINFORCED CONCRETE PAVEMENT WITH N0 • 3 BARS AT 18 ON CENTER BOTH WAYS T ON 8 LIME A S STABILIZED SUBGRADE. 6" - 3500 PSI REINFORCED CONCRETE PAVEMENT WITH NO.3 BARS AT 18" ON CENTER BOTH WAYS ON 8" STABILIZED SUBGRADE. 7" - 3500 PSI REINFORCED CONCRETE PAVEMENT WITH NO.3 BARS AT 18" ON CENTER BOTH WAYS ON 8" STABILIZED SUBGRADE. - - ---FL- FIRE LANE LEGEND O 1 HANDICAP ACCESSIBLE PARKING SPOT, TYP. SEE DETAIL SHEET FOR STRIPING AND SIGNAGE. �2 4" PAINTED WHITE PARKING STRIPE, TYP• j� x ( � PARKING CANOPY SEE ARCHITECTURAL PLANS FOR DETAILS. ® DUMPSTER ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS. - - - -- - - IT CONDUIT REFER TO MEP PLANS FOR DETAILS UNDERGROUND ELECTRIC REFER TO MEP PLANS FOR DETAILS a n o TYPE ill BARRICADE 13-12 N:10200320.51 BORE LOCATION - :3557280.27 NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. PAVING SHALL BE INSTALLED IN ACCORDANCE WITH THESE PLANS AND THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON CONSULTANTS, INC., DATED FEBRUARY 16, 2010. REPORT NO. Al 105006. 3. ALL CURB RETURN RADII ARE 3' UNLESS OTHERWISE STATED. 4. FIRE LANE PAVING SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF VERTICAL IMPROVEMENTS. 5. REFER TO BRYAN-COLLEGE STATION STANDARD STREET DETAILS FOR PAVEMENT JOINT DETAILS. 6• REFER TO ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS AND FOR PARKING CANOPY DIMENSIONS AND DETAILS. 7. REFER TO MEP PLANS (BY OTHERS) FOR STREET LIGHTING LAYOUT AND DETAILS. 8. REFER TO LANDSCAPE ARCHITECTURAL PLANS FOR SIDEWALK AND PEDESTRIAN PATH LOCATIONS AND i UIS N0 M �* OO ^ O en Co w C> w cn E U a Neoo cd 00 A 5 z° N �z U; o � �L]F f / - 1 s NNNNN KEVIN S. GASKEY N• •NN•M•NN••NN•NN•NM -a 69165 I1rf�s 4ICENz� r W z ) I� r4 00 U r� U DETAILS. O N g t v I f_ ¢ a gip. ®`Ili y •cq � U "Q�j a� JUL 20 2010 <n A A U A p CVL DEVELC SHEET PLAT FILED: Ys C-07 1 \ 1 \ in 0 ,u LOT 1 R u, �, -- — .� — ____ 43.45�AC� ., z z WOODLANDS OF COLLEGE \ STATION, LP ` � �- ''�-. d Q CALLED 73.45 ACRES ♦ ®� ' �'"'� VOL. 7051 PG 158 ` ZONED r R-4 REPLACE EXISTI VERTICAL CURB ITH ROLL tP URB _ SEE SIDE PLAN A SHEET C-03. / / \ , SPECIALTY PAVING /� I SEE LANDSCAPE-- �, PLAN FOR DETAILS. \ f SEE DEMOLITION PLAN FOR ® LIMITS OF EXISTING PAVEMENT REMOVAL /i / RAISED WALKWAY FOR HIKE AND BIKE TRAIL - SEE LANDSCAPE PLANS FOR P.H. SPECIALTY PAVING / / 1 5 ® i amp / 1 —r X r Opp r ® a0p. "r wS 771N 5g0.67 Opp* 6ow r 1 a � 1 Lip Apo ogjc; NPNP$'�� GRAPHIC SCALE 40 0 20 40 so IN FII ) I inch = 40 ft LEGEND 5" - 3500 PSI REINFORCED CONCRETE PAVEMENT WITH NO.3 BARS AT 18" ON CENTER BOTH WAYS ON 8" LIME STABILIZED SUBGRADE. 6" - 3500 PSI REINFORCED CONCRETE PAVEMENT WITH NO.3 BARS AT 18" ON CENTER BOTH WAYS ON 8" STABILIZED SUBGRADE. 7" - 3500 PSI REINFORCED CONCRETE PAVEMENT WITH NO.3 BARS AT 18" ON CENTER BOTH WAYS ON 8" STABILIZED SUBGRADE. — —F.— FIRE LANE LEGEND O HANDICAP ACCESSIBLE PARKING SPOT, TYP. SEE DETAIL SHEET FOR STRIPING AND SIGNAGE. U2 4" PAINTED WHITE PARKING STRIPE, TYP. X PARKING CANOPY SEE ARCHITECTURAL PLANS FOR p—� DETAILS. s ® DUMPSTER ENCLOSURE. �J SEE ARCHITECTURAL PLANS FOR DETAILS. — — — — — — - IT CONDUIT REFER TO MEP PLANS FOR DETAILS — -' — — — — UNDERGROUND ELECTRIC REFER ` — � _m TO MEP PLANS FOR DETAILS �i ° TYPE III BARRICADE B-12 N:10200320.51 BORE LOCATION :35572W.27 NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. PAVING SHALL BE INSTALLED IN ACCORDANCE WITH THESE PLANS AND THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON CONSULTANTS, INC., DATED FEBRUARY 16, 2010. REPORT NO. Al105006. 3. ALL CURB RETURN RADII ARE 3' UNLESS OTHERWISE STATED. 4. FIRE LANE PAVING SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF VERTICAL IMPROVEMENTS. 5. REFER TO BRYAN-COLLEGE STATION STANDARD STREET DETAILS FOR PAVEMENT JOINT DETAILS. 6. REFER TO ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS AND FOR PARKING CANOPY DIMENSIONS AND DETAILS. 7. REFER TO MEP PLANS (BY OTHERS) FOR STREET LIGHTING LAYOUT AND DETAILS. 8. REFER TO LANDSCAPE ARCHITECTURAL PLANS FOR SIDEWALK AND PEDESTRIAN PATH LOCATIONS AND DETAILS. REVIEWE . ; _ o10 )�' JUL 2 0 2 DEVELOPMENT SERVICES PLAT FILF- o. • v o O N ♦♦♦VVV♦V�'//}/A♦♦♦♦J��w N N v v D O V cn (DQ 'a _E a cc o. 40 Ahw z N rz U L ga r� SAE-• �Ir E KEVIN S. GASKEV N 6916.. � % I�CE NSEO •.r't�4.�: h�s�onraL Ti vto a � U O ►-a U a'' �z z� oa wA A Q 0 � A p A b z SHEET C-09 0 e �`•• CAUTfON�1 v �`�, EXIS71MG UNDERGROUND UTILITIES IN THE AR w Uj w w ` CONTRACTOR IS RESPONSIBLE FOR DE 7ERM ING w I~u THE HORIZONTAL AND VERTICAL LOCATIO OF ;" ALL U77077ES PRIOR TO CONSTRUCTIO CONTRACTOR SHALL BE RESPONSIBLE FOR ANY • '''�.,, LOT R # ,I REPAIRS TO EXIS77NG UTlL177ES DUE TO DA AGE •�._ 43.45 ACRES_._---" ., U / ` \ INCURRED DURING CONS7RUC770N. CON7RAC R � CO SHALL NOTIFY 7HE ENGINEER OF ANY WOODI� LIEGE •• D < / DISCREPANCIES ON 7HE PLANS. r _ _.,, r`''•--�., 'STATION, LP I G LED 73.45 ACRES ♦ OL. 7051 PG 158. / / � ZONED •.,� ~\, GRAPHIC SCALE i R-4 ! / / \ \ 40 0 2� ,� .80 CALL BEFORE YOU DIG \ i /! \� IN FEET ) \ / DIG TESS '"`��. , .,. , i Inch = 40 tt- 1-800-DIG-TESS \� (@ least 72 hours prior to digging) - ~ _ _ _ " l \ - PROPOSED HIKE AND KE TRAIL `v P - 99� 9) / r - - `- ^ t NOTES 3'`• REFERENCE HIKI:I D BIKE TRAIL s \ PLANS FOR G NG INFORMATIO , If PROPOSED RETAININd,WALL 2g� 8 (REFER TOITRAIL 9,\ 1 `, I I I 1 I �I rycb°j \ \ s \\ \ PLANS) l / \ \ I It 26y X2gZ10_\ \ \ ` � � � � / 0� � � i \•� \- , ti� / ? STOCKPILE AREA FOR Zg2- \ \ \ \ _ _ + I / / / / j / I EXCESS CUT AND x2gZA0 \ \ \ \ i �� % / i� / UTILITY SPOILS PROPOSED ♦ ! / / \ \ 28g \ ` RETAINING WALL TEN \ \�� \ \(R1=FER TO TRAIL / FF-293. 5 \ \ s \PLANTS) ` PROPOSED 3 BLD/ pp' \ \ \ \\ \ �. RETAINING WALL / % I // / I co 04 X2g3go Z... \ \ \ \ /2 Opp O \ \ `. \ \\ \ - \ {PROS TO TRAIL I TE J f ! I),/'"� .-- POSED � • 1 � �� \ \ \ \ ` - •_ _ GRADE B _ �� f I ! / \ \ _ 11 289.45 "-' 28510-01 FF=29 PROPOSED RETAINING Zso.8o WALL AND RAMP \ LOT 2R 29Z - sy {REFER TO TRAIL PLANS) ' .. 1.- -- � __ __33:96D_AORES - FF=297.70� 's 2°A \ / 90 \Zag y5 / �3.s�EXPOSED GRADE BEAM ZONED \. 1y ZSA / FF=294,60 ``�`92 \ \ -� __ PDD�- ._ �_ _ _ - __ __ 290 \ 292 / �3a 4Zg3A N `-�` -� ., _ _ _ --_ _ 2g1 01 / \ \` _ 292 '�'!° `' , \ Zg61 _ VS+Tt� ` \'2 29t��p , . • ��60 � •.- \ \ •.._ - .-. _. _.._ 1 '' `_' -- -- __. . __ - - � ,� 294 '\ .` 3gfs�c\ A5 292 _� J / \ 2`38' \ ,g \ c,233 / � IJt �.• � ^■ 981 '2 .0 2� -_\ I� FF=2ss.7Q +� 9 0o x2g3n 2g 90 ` 3y \ 293 294 4 \ 9b ?.� g1.0 \ 5.: r'° ■ / ■ _ g315 Zg. - _. �, - - 296 Z94 ` / ! - gA, O _ _ _ Z Ox 3S, \ S10 1 _ \ \ \ 2 ° 0 STE , / 0 STirP 0 ST 0 STEPJ 0 STEPAID+ 0 \ \ I �\ \ 29�+ v. v v v v v v v v 2cj8 X 20 gA FF=299:fi0. s 29 � �y < \ \ \ \' 295 / / KF=300.00 ti \ • S - 2� / / .� � ` 2gy _..._.. - .._.ry�� - �"'- � / .- •r Z _,,, _,,, ,� \ \ \ \ _ `j3 2 y ��c, ,� \ 1 4 / \ g53° \ \ \ 291 \ \5A Zg120 \150 \ \\ \ 2 -° a5 gh Io \ \ ~ o Zg1- \ 35 � 60`. _ / �• '^ --,. _ � Zq5 � g0 ,.-- � ' � � '�. 20_ FL••• g 8©2 _ _ . -,.w _ .-. \ zg115\ 0 ��1. t \q 1 � .•.. �\ / / 95' S - - _.-.._._. __ - __ .- - __ - ._I -- ZgA�S 2°,`' =•� 2 9 \� 297 _ I 296 2 59 29`'�0 2g8y° / Zg5�;° -? `- 2�a0 X29''529315 ~^9a - •� y. \ \ �r `, `� 9 -' - 98' - - -- -� - / ` -F 2gA `•�`\ '� _ ZgA A 3 ` S�IAs, `bt, X2g1' \ 2c ` \ \ 2 �- - ZgygO arty ,L0 2g63y ,Lgg2° / 9500 �cjA1 2°A \ \ 2 \ 2 298 X298Z \ - fl - X-FL-.. ._.-FL -. L XZ`3 zgr t �-Fe Z E- 7 ;c4QY'�'° 'y98 "� ^� $� 15 q0 5 80 25 5 98�- 1 1 r 5p S 15 '` _.. _. \ 'K' 9 2g8- 298. 2g8' 2g8 Zg62 2g8' 1 291 � 2c}1 �1- .- __.... 2g� _,,,.-�.°�-.._-• 2 2g8' 2g6• °' �„ -\ 29$ 2g5• -- '`- 52 11 •� \ \ � � \ �- �� \ X ` 297 _ 299 � \ _ _..._.._...._- ..._. .-_ ._.._ . -- -.`. _._-291 \ _ 00 90 15 50 _ r 3y 30 5 8`r 50 T 30 2� \ '0S 2gg gg 99 L'r �--�-l8�-5091g1�5giSy2g1qO1 p 291 2` �-'�°010 . F=300.60yo0 9895 1y $ao _�90 - 110 150135 5 2g g\ -299 00 -FF=303.20 - _ _ ^ - - FF -30C .CO ?�a \ \ \ 5° __ _ 2�8 _ - _- _ \ ff II j r_ -19 S 2.05 g - Ti+V'30\4� 3 9' -- gg. 2 _' - \ \• \• ~` \ \ _..,•r 'FL _ - 1� 01 2 FL FL FL - _ X2- - 8g yFL FL O \ \ a ,,10 3p2. I 3OO 2 TW 304 25 4 . .__ ._ _ _ _�c�p7 / O / / ?8B �- _ \ "10 cc, 2�5 OZ �9a / 00• 3 ! �5 05 -5 91 2g1' \ \ \ �C �}W 309.25 30 90 F --'- - - r 1 _ FL FL F 10 r� FLT I 45 _ 15 AO 2g \ err �� ` •� \\ � - V } 1 y A `~0 /TT / � �' • 85 _- \.ram" \\\ \\ ////'""f_ // Ox• 30°' - 9 29g 3 300 2 � g ._.. __ __ -� --_ ___- - � \ � / / / / /Ujg' i� � \ ,.\ \\ \ \ �• � �...._ -^ ._._..-. _•__.` .-...- _'.- •--- ,r.. _.-- � ..-_ rf , .r ..-� - _•--•ram r, rr .• . � •"- r ••- \ .r- / /11 ~ \ \ \• ` \ \ �\\-•__•--_ ---_•_-__.._-._..-. _.-...+--._-•__. .r_ -....__ -.- .._. .._..._- _.._+.r_ r. .._..�-..__ _.- ^...._'_..- _ -_- "._ ^... -_ ..._- _ `- - `-_ ^'_ " •Y- `•-_ •.^+'_" ' ^_"" _ram- `M.., ...+• `--- `^ ` 1. ALL GRADING SHOTS SHOWN REFERENCE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2. SEE ARCHITECTURAL PLANS FOR DETAILED GRADING AROUND BUILDING SIDEWALKS. 3. CONTRACTOR TO VERIFY T.A.S. COMPLIANCE. FOR ANY QUESTION CONTACT CIVIL ENGINEER IMMEDIATELY. 4. ALL SIDEWALKS SHALL HAVE A MAX OF 2.01A CROSS SLOPE 15. REFERENCE GEOTECHNICAL REPORT FOR ALL SUBGRADE PREPARATION SPECIFICATIONS 6. CONTRACTOR TO ADJUST MANHOLES TO MATCH FINISH GRADE LEGEND 709 PROPOSED PHASE I CONTOURS -- - 709 - - - - EXISTING CONTOURS . SWALE ----------- RIDGE X 630.26 TOP OF PVMT. X 630.25 TOP OF CURB TC x 63015 SURFACE GRADE SG 325 X 63025 MATCH EXISTING ME 325 X 63025 Tw TOP OF WALL X 63025 BOTTOM of WALL Bw FF FINISH FLOOR x N 10200365.67 BUILDING BORING E: 3557097.45 X N 0200429.59 PAVEMENT BORING E: 355M9.65 REVIEWED FOR COMPLIANCE JUL 2 0 2010 COLLEGE STATION ; ENGINEERING BENCHMARK TYPE 2 TxDOT MONUMENT N 10200171.72 E 3556987.12 GPS 9 289.74 KEVIN S. GASKEY 69165 s • ��t`•'�1/cEid$F'� ,itVXQ'NAL �G« a z 0 o .s 0 O N A A U A 4 SHEET C-11 w a MINIMUM INTERNAL STREET CAPACITY PROVIDED: 0=1.49 A R0.67 S0.5 N N=0.018 A=6.5 SF P=26.5' R=0.25 S=0.0060 . Q=1 6.46 CFS 26' 0.5' / Q % \ LOT 4R \ / \ r , _.ZONED/ (,--�/ \ f \i \ \ \ i s ` < -� f I � 1 ' LOT 3R \ - � i l { ' t SMS ACRES \ , f f I G' � 1 1 Proposed Drainage Area Table Campus Village 7/1/2010 Drainage Area No. Area (AC) C TIC {min) Frequency (yrs) 12 {in/hr) 02 (cfs} Frequency (yrs) 15 (in/hr) 05. (cis) Frequency (yrs) 110 (in/hr) Q10 (cfs) Frequency (yrs} 125 (in/hr) Q25 (cfs) Frequency (yrs) 150 (in/hr) Q50 (cfs) Frequency (yrs) 1100 (in/hr) Q100 (cfs) Remarks 1 0.36 0.74 10 2 6.33 1.69 5 7.69 2.05 10 8.63 2.30 25 9.86 2.63 50 11.15 2.97 100 . 11.64 3.10 To Curb Inlet "I-1" 1A 0.77 0.74 10 2 6.33 3.61 5 7.69 4.38 10 8.63 4.92 25 9.86 .5.62 50 11.15 6.35 100 11.64 6.63 To Curb Inlet "I -IN' 2 - 0.19 Y0.74 10 21 6.33 0.89 5 7.69 1.08 10 8.63 1.21 25 9.86 1.39 50 11.15 1.67 100 11.64 1.64 To Roof Drain 3 0.97 0.74 10 2 6.33 4.54 5 7.69 5.52 10 8.63 6.19 25 9.86 7.08 50 11.15 8.00 100 11.64 8.36 To Grate Inlet "I-3" 4 0.03 0.74 10 2 6.33 0.14 5 - 7.69 0.17 10 8.63 0.19 25 9.86 0.22 50 11.15 0.25 100 11.64 0.26 To Grate Inlet "141 5 0.81 0.74 10 2 6.33 3.79 5 7.69 4.61 10 8.63 5.17 25 9.86 5.91 50 11.15 6.68 100 11.64 6.98 To Curb Inlet "I-5" 6 0.13 0.74 10 2 6.33 0.61 5 7.69 0.74 10 8.63 0.83 25 9.86 0.95 50 11.15 1.07 100 11.64 1.12 To Roof Drain 7 0.13 0.74 10 2 6.33 0.61 5 7.69 0.74 10 8.63 0.83 25 9.86 0.95 50 11.15 1.07 100 11.64 1.12 To Roof Drain 8 0.05 0.74 10 2 6.33 0.23 5 7.69 0.28 10 8.63 0.32 25 9.86 0.36 50 11.15 0.41 100 11.64 0.43 To Grate Inlet 1-8" 9 0 0.74 10 2 6.33 0.00 5 7.69 0.00 10 8.63 0400 25 9.86 0.00 50 11.16 0.00 100 11.64 0.00 - 10 0.15 0.74 10 2 6.33 0.70 5 7.69 0.85 10 8.63 0.96 25 9.86 1.09 50 11.15 1.24 10_0 - 11.64 1.29 To Roof Drain 11 0.47 0.74 10 21 6.33 2.20 5 7.69 2.67 10 8.63 3.00 25 9.86 3.43 50 11.15 3.88 100 11.64 4.05 To Curb Inlet "I-11" 12 0.13 0.74 10 2 6.33 0.61 5 T69 0.74 10 8.63 0.83 25 9.86 0.95 50 11.15 1.07 100 11.64 1.12 To Roof Drain 13 14 0.45 0.74 10 2 6.33 2.11 5 7.691 2.56 10 8.63 2.87 25 9.86 3.28 50 11.15 3.71 100 11.64 3.88 To Curb Inlet 1-14" 15 0.85 0.74 10 2 6.33 3.98 5 7.69 4.84 10 8.63 5.43 25 9.86 6.20 50 11.15 7.01 100 11.64 7.32 To Curb Inlet 9-15" 16 0.29 0.74 10 21 6.33 1.36 5 7.69 1.65 10 8.63 1.85 25 9.86 2.12 50 11.15 2.39 100 11.64 2.50 To Curb Inlet 1-16" 17 0.44 0.74 10 2 6.33 2.06 5 7.69 2.50 10 8.63 2.81 25 9.86 3.21 50 11.15 3.63 100 11.64 3.79 To Curb Inlet 1-17" 18 19 0.88 1.24 0.74 0.74 10 10 2 2 6.33 6.33 4.12 5.81 5 5 7.69 7.69 5.01 7.06 10 10 8.63 8.63 5.62 7.92 25 25 9.86 9.86 6.42 9.05 50 50 11.15 11.15 7.26 10.23 100 100 11.64 11.64 7.58 10.68 --1.46 To Curb Inlet 1-18" To Curb Inlet "1-19" .20 0.17 0.74 10 2 6.33 0.80 5 7.69 0.97 10 8.63 1.09 25 9.86 1.24 50 11.15 1.40 100 11.64 To Roof Drain 21 0.08 0.74 10 2 6.33 0.37 5 7.69 0.46 10 8.63 0.51 25 9.86 0.58 50 11.15 0.66 100 11.64 0.69 To Roof Drain 22 0.07 0.74 10 2 6.33 0.33 5 7.69 0.40 10 8.63 0.45 25 9.86 0.51 50 11.15 0.58 .100 11.64 0.60 To Roof Drain 23 0.04 0.74 10 2 6.33 0.19 5 7.69 0.23 10 8.63 0.26 25 9.86 0.29 50 11.15 0.33 100 11.64 0.34 To 2 Grate Inlets 24 0.07 0.74 10 2 6.33 0.33 5 7.69 0.40 10 8.63 0.45 25 9.86 0.51 50 11.15 0.58 100 11.64 0.60 To 4 Grate Inlets 25 0.49 0.74 10 2 6.33 2.30 5 7.69 2.79 10 8.63 3.13 25 9.86 3.58 50 11.15 4.04 100 11.64 4.22 Sheet Flow\OITsite 26 0.72 0.74 10 2 6.33 3.37 5 7.69 4.10 10 8.63 4.60 25 9.86 5.25 50 11.15 5.94 100 11.64 6.20 To Curb Inlet "I-26" 27 0.62 0.74 10 2 6.33 2.90 5 7.69 3.53 108.63 3.66 25 9.86 4.52 .50 11.15 5.12 100 11.64 6.34 To Curb Inlet 927" 28 0.46 0.74 10 2 6.33 2.15 5 7.69 2.62 10 8,63 2.94 25 9.86 3.36 50 11.15 3.80 100 11.64 3.96 To Curb Inlet 1--28" 29 0.37 0.74 10 2 6.33 1.73 5 7.69 2.11 10 8.63 2.36 25 9.86 2.70 50 11.15 3.05 100 11.64 3.19 To Curb Inlet "1-29" 30 0.40 0.74 10 2 6.33 1.87 5 7.69 2.28 10 8.63 2.55 25 9.86 2.92 50 11.15 3.30 100 11.64 3.45 To Curb Inlet 1-30" 31 0.53 0.74 10 2 6.33 2.48 5 7.69 3.02 10 8.63 3.38 25 9.86 3.87 50 11.15 4.37 100 11.64 4.57 To Curb Inlet 1-31" 32 0.05 0.74 10 2 .6.33 0.23 5 7.69 0.28 10 8.63 0.32 25 9.86 0.36 50 11.15 0.41 100 11.64 0.43 To Curb Inlet 1-32" 33 1.14 0.74 10 2 6.33 6.34 5 7.69 6.49 10 8.63 7.28 25 9.86 8.32 50 11.15 9.41 100 11.64 9.82 Sheet FlowTuture Inlet 34 .0.62 0.74 10 .2 6.33 2.90 5 7.69 3.53 10 8.63 3.96 25 9.86 4.62 50 11.15 5,12 100 11.64 5.34 To Curb Inlet 1-34" 35 0.10 0.74 10 2 6.33 0.47 5 7.69 0.57 10 8.63 0.64 25 9.86 0.73 50 11.15 0.83 100 11.64 0.86 To Curb Inlet "I-35" 36 0.99 0.74 10 2 6.33 4.64 5 7.69 5.63 10 8.63 6.32 25 9.86 7.22 50 11.15 8.17 100 11.64 8.53 To Curb Inlet 1-36' 37 0.10 0.74 10 2 6.33 0.47 5 .7.69 - 0.57 10 �8.63 0.64 25 9.86 0.73 50 11.15 0.83 1.07 100 11.64 0.86 To Roof Drain 38 0.13 0.74 10 2 6.33 0.61 5 7.69 0.74 10 8.63 0.83 25 9.86 0.95 50 11.15 100 11.64 1.12 To Roof Drain 3 14 0.7A 6.3a 5 7.6 10 8. 25 9.-,.,50-11. - _ 100 1 11. To f D ' 40 0. T.74 10 .33 0.42 .69 fl.51 .63 - 0.57 -.86 0.66 .15 0.74 64 0.78 o Roof rain 41 0.74 10 2 6.33 0.00 5 7.69 0.00 10 8.63 0.00 25 9.86 0.00 50 11.15 0.00 100 11.64 0.00 42 0.09 0.74 10 2 6.33 0.42 5 7.69 0.51 .10 8.63 0.57 25 9.86 0.66 50 11.15 0.74 100 11.64 0.78 To Roof Drain 43 0.13 0.74 10 2 6.33 0.61 5 7.69 0.74 10 8.63 0.83 25 - 9,86 - 0.95 50 11.15 1.07 100 11.64 1.12 To Roof Drain 44 0.74 10 2 6.33 0.00 5 7.69 0.00 10 8.63 0.00 25 9.86 0.00 50 11.15 0.00 100 11.64 0.00 .45 0.74 10 2 6.33 0.00 5 7.69 0.00 10 8.63 0.00 25 9.86 0.00 50 11.15 0.00 100 11.64 0.00 �46 1.51 0.74 10 2 6.33 7.07 5 7.69 8.59 10 8.63 9.64 25 9.86 11.02 50 11.15 12.46 100 11.64 13.01 To Curb Inlet "1-46' 47 _ 0 3 4.74 1 2 6.33 0.6 5 .69 0.7 0 .63 0.8 5 .86_ -- 0.90 - 1.15 v 1.07 - 0 1.64 - - 1.1 -� o Cu nlet "t -re\Stu - - 1.84 _ 0. - - _ 0 2 _ - 6 - 8 5 ' 7. - - 3 10 v 8. 9 2 9. 3 50 11. . 6 100 11. - 8 Fu ut Nov- 49 0.10 0.74 10 2 6.33 0.47 5 7.69 0.57 10 8.63 0.64 25 9.86 0.73 50 11.15 0.83 100 11.64 0.86 To Curb Inlet 1.49" 50 0.18 0.90 10 2 6.33 1.03 5 7.69 1.25 10 8.63 1.40 25 _ 9.86 1.60 50 11.15 1.81 100 11.64 1.89 Future\Stubaut Proms 51 0.14 0.74 10 2 6.33 0.66 5 7.69 0.80 10 8.63 0.89 25 9.86 1.02 50 11.15 1.16 100 11.64 1.21 Future Flow 52 1.16 6.-7-4f 10 2 6.33 5.43 5 7.6911 6.60 10 8.63 7.41 25 9.86 8.46 50 11.15 9.57 100 11.64 9.99 Future Flow 53 1.50 0.741 10 2 6.33 7.03 5 7.69 8.54 _ 10 8.63 9.58 25 9.86 10,94 50 11.15 12.38 100 11.64 12.92 Future Flow TOTA! 22.5 107.44 130.52 146.48 167.36 189.25 197.57 A 1t \\t \ \\ 1 ttt i, ` ^ \ /9�' / ; (\ \\ LOT sR 43.45 ACRES (r/ WOODLANDS OF COLLEGE �,�, .,.STAT}ON. LP~% 1 VOL 7051 PG 155 R•4 \ ® / \ �) ' (ice �. , _% , 'do- t --- a / \`\ ✓ /� �' COMMUNITY D CENTER _ -282 'I ` , ' 282 f". ` \ i TIME OF CONCENTRATION CALCULATION j \ } T1 (SHEET FLOW): (SHALLOW o.�, _ ti 9 i TEMPORARY�RADE �� \ -� 6 IV \ 2g) TO DRAIN T=0.007(NL} 0.8 T= D \\\ \ °� \ wo► .,, . S \ 4 ` \ \ �` LOT 2R `` -- -- .._ _- • 28$" �. iF- �" r+ (P2 )�0.5 S�0.4 60V X" / �`- i / �s \ - TEMPORARY GRADE �oAcs I� \ iV 2 i,.. - TO DRAIN ZONED GRAPHIC. SCALE ,a 0 50 1100 200 IN FEET 1 00 LEGEND AREA DESIGNATION ®®® PROPOSED DRAINAGE AREA PROPOSED DRAINAGE FLOW 0 z 0 w m a 0 0 2 0 m y LOT 1R 43.A5 ACRES WOODLANDS OF C 1EGE STACALLED 73.48 ACRES VOL 7051 P8 158 + _ ZONED ' R4IF r l 400 4. \ . I - % Y POD N=0.011 (TABLE C-5) D=170 ��\\ / / 3r,� / r- --__-_ --- s \v / / `� ; .• !V \ f. , �r : ' - ��- �' 46 286�. ; ji i �� \ Ci 2 G�/ \a / / - . L=100 S=0.60% l\\ /,. / f "' �' o� '` -� ---2gs \ } �I -� _ i _ :__:=290 _ 1 \ - A' TEMP �-- �', ! `j P2=4.5" (2-YR,24 HR) V=2 FPS (TABLE C-4) r-=O.QO60 T2=1.40 MIN. \\- \\�� say' .---,-- T3 (SHALLOW FLOW): TA PIP h 60V 60V -= REFERENCE OFF -SITE DRAINAGE AREA MAP - da V o N O'l00 M , �n w Cif N N �� 0 r rrrr V 0 co � � Q ca z .0104 �w D=185 D=340 S=1.70% V=7 FPS (AVG. PIPE VELOCITY) \ V=5 FPS (TABLE C-4) T4=0.81 MIN._ \ T3=0.62 MIN. \ \ TC=T1+T2+T3+T4-4.48 MIN. \ IC=10 MIN.MINIMUM PER SECTION V) \\ w C-FACTOR: \ PER TABLE C-2 OF THE UNIFIED STORMWATER DESIGN GUIDELINES, A MULTIFAMILY DEVELOPMENT WHICH PROPOSES 3 STORIES OR LESS / IS 0.74. AREAS 48 AND 50 USED A C FACTOR OF 0.90 BASED ON A FUTURE USE OF ON -SITE PARKING LOT AND HOTEL. ♦ ligA&A: / _r1�.. r sires 4V- -1� \ \ \ ,502' I' _ o� `, / %REFERAG -SITE-' I if 1*1111-ri -n-i v i rN�Q �_ -� ` / / / / aR A(> AREA MAP REVIEWED FOR COMPLIANCE JUL 20 2010 COLLEGE SIATIGN ENGINEERING >k k KEVIN S. GASI N=-NNNaNaN-NfNa ,a 69165 . j EKStia � -[Viv b ° SHEET C-13 n- a v i OS-1 TIME OF CONCENTRATION CALCULATIONS OS-2 TIME OF CONCENTRATION CALCULATIONS OS-3 TIME OF CONCENTRATION CALCULATIONS T1 (SHEET FLOW): J2 (PIPE): T1 (SHEET FLOW): T2 (SHALLOW FLOW): j1 (SHA LOW FLOW): T=0.007(NL)^0.8 T= D T=0.007(NL)^0.8 T= D T=-D a {P )�0.5 5�0.4 60V (P )" 0.5 S" 0.4 60V 60V � t 2 2 A� �� N=0.15 (TABLE C-5) 0=140' N_ 0.15 (TABLE C-5) D=290' S=450' Q F�' / L=300 V=6.89 FPS (PER TXDOT PLANS) L 150 S=5.00% ;�., C0 5� �A l \ C '• ! \ ^-- P =4.5n (2-YR.24 HR) T�0.34 MIN. P =4.5" (2-YR,24 HR) V=4 FPS (TABLE C--4) V=3 FPS (TABLE C--4) (D e� � -• ` � � / /2- 2 T1=2.5 MIN.- OJ.�tj►J��o • "' £ { - cor4R S=0.0167 S =0.10 T2=1.20 MIN. �- R_914AC{RES ! T1= 21 MIN, 1= 0 MIN.- / T 6.0 w Z3 y ZONEDP TC=10 MiN. (MINIMUM PER SECTION V)Cd a; t / \ \\ , � d,�•�. r• T�SHALLOW FLOW}: T P T4 f SHALLOW FLOW): C-FACTOR: T= D T= D T= D C=(0.35)(0.95)+(0.31)(0.32) A r if60V 60V 60V PERVIOUS = 0.32 0.66 GRAPHIC SCALE \ \ J csoxas D•=450' D=90' D=1500' C = 0.65 100 a 50 100 zoo z }g S=0.71 % V=4.93 FPS -(PER TXDOT PLANS) S=0.80% r A BHVIYPW V=3 FPS (TABLE C-4) T3=0.30 MIN. V=3 FPS (TABLE C--4) \ � T3=2.50 MIN. T4=8.00 MIN. ^z J , , aan war wasa 1 inch = IOQ it~ i~azl ( IN FEET [Ej ii TC=T1+T2+T3=23.84 MIN. TC=T1+T2+T3+T4=15.5 MIN. ctiem �, 1� 1 r t TC=23 MIN. TC=15 MIN. g I N A L �► `- \ ` ~ �1 C-FACTOR: C-FACTOR: i C=(0.94)(0.95)+(4.53)(0.32 C=(3.42)(0.95)+(10.04)(0.32) PERVIOUS = 0.32 5.47 PERVIOUS = 0.32 13.46 cor 3R 4A � ;' �;, C = 0.43 C = 0.48 � 1 w 8.595 ACRES (' < / { ZONED 1 1 ► `/I dwp a aosriv t ti. w o A fR OO �fq ♦♦y//>w N N vca 2 w L w asp p U ti OF T q � io ----- KEVIN S. CASK j 69165� "I `ocFs- 41CF14 dwr0 Ai_ EN NOTES 1. BACKGROUND SHOWN PER TXDOT SHEET 202 DATED 5/9/08 FOR FM 2898. 12 LOT 1R �� •i� j \t��1' C1 ` I\•�+� f / / / ` \ \\\ ` 43A5ACRES ti►L c C yi' i v / T tANS E _ / • / \\\ \ / ♦ 43.45rACRES WOODLANDS OF COLIEOE b , , / )n ; •'ti \ WOODLANDS OF COLLEGE //♦.�' a� CALLED 73.446�ACRE'S. .•' • •ia • f STAWOK LP VOL. 7051 PC 458 • + �' 1 �'. 1l�t�- • ._ ` ' % : t _ - - \ \w , r ` VOL. 705i PG 168 ZONED .- •r +`' `• `' �a � * , • �:i' .. '� - : PROP: GR" ♦ . `- . ♦♦ « t� ZONED \ \ '� R-4 ..`. n ` a - '1: CC�j ti •.L ,DIVERT os-t _ ' 1 - / f� ,- �� ` I t , RA j / \ -► a, 11, \ i✓ • �. N L:s,0A1MUNfTY � '< � a ♦ O \ f •,,� ' - doo Qi 1�1N. \a �� ! ! ` / jy$. 'G♦ 1TER a �• \\ a.. •• / _ •282 - �'► � 1`a � '+ i i � � fy ,' / •r ' r � �'_•• - ,�� '' i \ ....•-. / "'�.•. `_ no-r � \ , �" / \ C � l��i�'w ��, r •}4- t �A'• ,► *'. 1 • l ty + ~ .� \ \ , 4 "+ .! •j t r•� • ' +� rc-- m 286' ��'• �� ~ \ / t /! t, _ i ^, ��j,� i� +}. a �"'""� +, ''\ ` \3. • _�..• Q1 t / - x+', - ` •++ f ,� 1 ''.`�+t; ' c t'�, +, 3 I /jam ._- Y „---- ---'• l , - / ( / / �.�1! A �. 4 ` J) •--a• a ,,`� \�.i`1 /fir ` \ �'� 4� ti _ _ a�j \ + ; 1 �l _ //j/ / ^'1~ ` \\ ) fs ! L �' yid 1 Lt i • t � a T -. '• \ \ •i/ s `�\ /O / � �yJ - • • "M \ i- a . \° a� . •-- "� / .- ` ` , �' '"i L i / `y ^%/� f � J 1 , 1 L..- ` i -�a` i t tiit, • S 1: ��1 'sa •• � � f -�, ,,,e,•.,. •-„�•••. / •1 �r _'1 ..j •a`�� \ \ \ ••� � ,,,.� 1 j1 "/ / - \ l• � �. s ,, l � % / // 1 � / �� .'t � / "j, � ( 4 .•�. � ` ` \ . `\ ' �`� `-' , -•, 'F'.r•w �• O � 1,.Ci �/�G .,_ •. , � . , ., �• •a • o � `' 1 / / \ \ / • ` ,..� / / / l r /i, r-- / ,28 _• r .�� ` . ~; ail►••t` i . �y� \ .. \ t �� '� �`i• y „ , l I i it ti 1 i ._, • r 1/ '" 6 + t L ; 1 ; ►♦ •e`, .�' ,+ - �-• i / �•,- ` v •� `•J• •t.a.. •�u \ \\� •'C-' i. - •; 1 j \l ! ` /�..� \ \ l r ^_- / / f f i,, i i i s • ••• \ ` �) f -r' �1 � �, ��\St i`"•;, • i = i tti4r � tq'" -w ''^ �``•�` � � �• \ .�t ss � .' ` ? r `�/ ' � / � � ••\ tl,� /� f € tf��/=� * j _ \ `� -„n,•/i / •.'/ i' _. C ; �• s -•:• f ~'. \� -, `.•+w� e . \ ! ; i►a � `3V ,c✓ X---1 �1. \. . 1� :p 3, t - ~ a , , '•/; % , / I / _ _ \ t5 �. J t / �ti✓v .�} 'y • �� ".�` \.' '•was ' _•;•''.;. 2y�. '� '�w, 6LDC i��i�\� t /rN'I Q, qt i\��i � s= - Jt �•,•- �; = `�� +• •.."• � �'`• .,_ 2g� �'.z ,� � ��,,�; _, \;_ � \ : �► � �. � � � % -- " \ \ •` ` \ �_•^�' � � •• � ` �cn � \ � r- � r-- �• \ i . •• `:: �� as �`� \'-••.. +• ti't'L• •ti '. �.•r'a ♦-.kX "'3Un; �v .• ' ' '[��i . a -^• \' \ - 'Y.�--,,a-•}� t_.. 4�,t ''- 1 < L _ \ _^.yJJ Cam' �: ' / too a• •'1 `1 a'+ \` :,'~.., `\°� "�-,�.. ,, ••' .• •', _ ��: • y • '"�, v\ .,.. \ ~ . ,29 �\ \ t_ .,�- - - b°}/ \ L6D ACR 33.9ES ZONED Proposed Off -Site Drainage Area Table Campus Village FE 3/3/2010 Drainage Area Te Frequency 12 02 Frequency 15 Q5 Frequency 110 Q10 Frequency 125 Q25 Frequency 150 Q50 Frequency 1100 Q100 Area No. (AC) C (min) (yrs) (in/hr) (cfs) (yrs) (in/hr) (cis) (yrs) (in/hr) (cfs) (yrs) (in/hr) (cfs) (yrs) (in/hr) (cfs) (yrs) (in/hr) (cfs) Remarks OS-1 5.47 0.43 23 2 4.08 9.60 5 5.07 11.92 10 5.75 13.53 25 6.60 15.53 50 7.50 17.64 100 7.83 18.41 Routed Around Site OS-2 13.46 0.48 15 2 5.19 33.55 5 6.38 41.19 10 7.19 46.48 25 8.23 53.20 50 9.33 ou.zll 100 U.101 62.88 Routed To North Side Site OS-3 0.66 0.65 10 2 6.33 Z. 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HDWL ----- @ fi.90°!° STA 7+70 LINE C-3" =.520<14'38\�sf' �jf% ~ 8" CONC. DWL NSTRUCT:.. ~~� •. �` / / F = 88. qq "`" 1 A SEWER ROSSiNG \ 12 BY TYPE R ROCK RIP / /�'/ �/ F STA 2+19.84 LINE G3 FL 8 - 282-62 RAP PER TXDOT ITEM 432 12 SY TYPE R ROCK RIP ••�• - \ / // /- / INSTALL' FL 36" = 285.38 FL=285.00 ` a// \ \ 4 DtA. MH �//, i f , � .• RAP PER TXDOT ITEM 432 \ / / , � r /� ram,. \ � � \ • �L=287.Q0 \ 100-YR FLOODPLAIN PER ! 2+61.78 LINE C-�, ry // \ \ �\ RIM = 290.00 ~ •,. LOMR CASE NO.08.06=2506P SANITARY SEWER CROSSING / / . ' \ FL 36" = 285.60 601`1\ STA 1+28.54 LINE "C-2"= STA 1 .00 T G2-A = ra FL 4' = 285.00 i \ L 6" = 286.00 STA 1+11.11 LINE C�' " r �� \ \ / - ° Z3� • %� \ 2 / / F = 2$5. B \ \ \ `BLS" = 285.50 -SANITARY SE ER CROSSING NSTALL• STA 1+00.00 LINE "G3" " " / \ \ \ FL 5'X2' = 285.04 TXT JUNCTION BOX 2+66.78 LINE C-3 \ \ \� RIM = 289.15 \ -- ~ \ / / \�94 AN ARY SEWER CROSSIN -- \ -� Ff=98.5Q - \/ / \ \ FL 18" = 285.20 \- ..�j " . FL 4" = 285.00 /- \ \ ; \ \ \ FL 33" = 285.20 535°24'�7"W \ S A 1+38.28 LINE G1 \\ 36" = 285,57 / / �� •� \ \ \ \ / -- - -- -' \ FL 36" = 285.20 INSTALL: ♦ \ \ i /\LINE G2" \ F15'X2' = 285.10 \ 10' CURB INLET � , " TC ` 292.30 i \ \ 3 / / . \ \ \ \ 5-C2' STORM / STA 1+08.50 T " \ " FL 18 = 287.75 + ` 35 LAT C-2-A FL 18" = 287.65 \ \ \ \ STA 1 33.60 T G3-A 1 �j \ \ \ \ \ @ 0 SANITARY SEWER CROSSING \ x CURB IN!, 8" INSTALL / / j t \ \ \ \ \ \ FL = 281.53 ` ,�\ \ 1 ; / .• / ) \ J L 15 TC = 289.40 l "I/ \ \ \ \ �� FL 18" = 285.37 FL 30" =;86.0s 1 f Lb.O o / ` / } /� �. o 0 0p` \ \ \ STA 1+13.72 LAT"G -A" •\ \ \\ 1 I \ 9 \ CB=N00°30' " / �� / / \ " sArtfi RY T (0 � •`,. l j j •� 1 / \ - 9 i / (f \ _` = Tc \ - \ 5' CURB INLET v- \ \ t TA 3+25.13 UNE "C-3 = ; �'/ \ TA 1+76.08 LINE "C-2" LIN "C-1" ` STA 1+00.00 LAT IC-3-A! / / ®®® \ `/ SANITARY SEWER \ INSTALL: '' \ . INSTALL. / / \ BOSSING 1 1 4' DIA M 30' STORM �°� \ \ 8" = 281.94 \ `� / / ) 1 \ / I 10 CURB INLE TC = 292.50 RIM = 289. ' II \ 0.25% �a,°� FL " =28 �6 \ FL 18' = 288.63 j / FL 18" = 286.21 FL 30- = 285.96 ��~ 2Oj ��` F 364"=.8 _ _-' / / ,� . _._ __. • STA 3+36.13LINE" SANITARY SEWER CROSSING 2 \ 1 i i +�f �• 2 9 \ �' �' - _ FL 4" = 285.10 '� 0. \ •f -- _ '~ - / ��FL 18" = 86.2 m o ® \ -STA 3+89.21 LINE" -3'= O N° `= \ 31 LF 6" PVC ® ' 1+00.00 LAT "G3-B"= ROOF DRAIN �� o INSTALL. ® j @ 4.84% ' 10CURB INLET ® ! � � i FL = 288.00 TC = 290.50 FL 18" = 286.60 FL 12" = \� / `•__ 286.fi 2FL1 coM MUNI\ \` / OLLEY CENTER �\ o \ TC = 289.50 U \ \ \ FL 18' = 285.50 ` H \ \ FL 12" = 286.00 W W \\\ S A 1 +43.72 LAT "G2-A� U) co 2.5',,BEND 11 Z. W \ \ STA 1+57.69 LAT "G2-A" \ \ \ \CONNECT ROOF DRAIN z -,FL 12" = 286.72 + i- 00 kA 1 98.799 LAT "C!2-A" , ONNECT ROOF DRAIN / FL 12" = 28721 6" = 247.71 �?' \ STA 2+34.54 LAT "G2-A 12" 11.25° BEND ROOF DRAIN » \ \ \\ ®�, \ Q 9.86% ROOF DRAIN STA 2+96.82 LAT " 2-A" \ ��',°; \ CONNECTAIN ROOF DR F��= 288.60 FL@2 8 60 \ \\ \\ FL 12" = 288.39 . ° TA 2+37.25 LINE'C-2" \ !'il 6" = 288.89 , 5 A L: r- -- 'CURB INLET ®�®\ \ STA 3+40.94 LAT "C-2-A" \ 8 TC = 290.55 % \ FL 30" = 286.13 " " \` \ \ FL 30_= 286.03 �� \ t'o STA 3+48.01 T C-2-A , /� \ AFL �" - 2s.5o 4 _ Q / \� f 5+27.35 LINE Cam" ROOF DRAIN STA 1+4 B" \ ;�\ g \ STA+7 .62 LINE INSTALL: Q 0.91% .� INSTALL: /� _ \ I ARY EWER CROSSING \ \ iv'88 t3722 W / + ` . FL = 289.00 X2' GRATE INLET \ " _ ROOF DRAIN • f 2'X2 GRATE INLET \ \ FL 8 - 282.98 , "` !\ TG = 92.50 \ TG _ 90.40 \ / •�'t op�� L 3 "= 286.4 \ o \ FLG- 289.50° f >' / STA2+28.50 LAT'G2-C' \ \ \ 69�� J/ W o / FL 18" = 288.73 '� FL 1 2 7 40 W qo o J 1 . FL 18 = 28863 •c / o �. 5 CURB INLET FL 12" = 288.73 ' \ \ \ �, W. __ \ •� \ \ \ �s %�� TC = 292.10 INE "G3" \ ' kip \ STA 3+64.11 LINE "G2"= \FL 18" = 288.?0 STA 5+94.22 L INSTALL: \ �� ° `� Q A 1+00.00 LAT G2-B 3'XV GRATE INLET et°�� i / \ -- aNSTALL: TG = 292.00 V. CURB INLET \ 78• wr 2 ` \ \ \ \ f ' / \ FL 18" = 289.00 TC = 291.10 \ % ,,, o ^', \ 18" = 286.78 REF .. ' FL 24" = 286.78 -- -. •1` �, ��. �LJ2� \ t \\ \ \ 1 ? r \ , / \LANDSCAPE PLANS \ \ \ \ �� 6 � \ STA 1+76.52 LAT "G2 FOR THIS AREA �2 \ �� $ A 3+ 7/ STA 1+97.22 LAT "ell -B - ANITA Y SEWER CROSSING (V ITARY SEWER CROSSING!! STA 1+00 LAT"G2-C" \ IV =183.72 \ \ / \ \ ♦ - 1 `?� __ \ `� FL 8" = 283.91 INSTAL.: \ \ 18' = 28 .79 / - - - --- --\_ STA 5+32.23 LINE "C-2" ` \ FL 18" = 28722 15' CURB INLET \ \ • \ \ \ / '• -- ��• _" _-- - .._ \ / \ - INSTALL: \ \ C = 291.85 4' DIA MHMH- STA 4+20.38 LINE "G2" L 18' = 287.35 \ \ \ r \ oo \ \. \ RIM = 293.65 \ x, 24» = 28 . FL 18" = 289.62 �` \ \ 0 CURB INLET FL 18" = 289.52 \ \ \ \ \ \ TC = 292.00 1 ° \ \ L 18' = 287.50 \ \ \ \ FL 18" = 2 7A \ STA 5+47.13 LINE'C-2" ` \ \ \ \ \ 9 V L \ \ ♦ " �- - INSTALL JUV \ M [ -TENA � \ \ \ IV CURB INLET \ + \ \ t L \ - ^ \ TA 2+ 3.1 LAT' TC = 93.90- V \ \ c- ry� npd" b,j 00 \ \ FL i8" = 289.90 J / -_ _ \ STA 4+11.40 LAT "G2- \ O O O INSTALL - FL \ \ \ \ \ / _♦ \ / '_ \ \ \ \ \ \ t j INSTALL: L, e`er \ \ 00 =�L ET 10 CURB INLET TC = 94.55 y °RM '0\ \� FL 18" = 289 0 ! ', STA +76.3 t E" 2" cPw�` / » -° \ \ °4� 1\" _ \ \ FL 18« = 90.50 _ _ TA 3+50. LAT G2-B -s°° \ s o \ \ -? If, / \SANITARY SEWER CROSSING \ \ \ \ ♦\� \` 1 V FL 6 = 285.30 \ A 1+00.00 LAT 'C-2-D ® \ FL 18" = 288.51 \ NSTALL D1A MH STA 2+ 12. 9 LA "G -D" RIM = 292.74 / \ 1 STALL: - - FL = 2.88 / \ 4' DIA. MH 29 \ \ \ RIM = 293.73 FL = 288.85 lb STA 4+67.79 LAT "G2-ROSSING hx \ \ SANITARY SEWER C\- , _ 286.96 FL 8' = 291.51 \ STA 5+35.11 LA "G2-8" ` -- \\ INSTALL. ,� ` 10 cuR6INLEr \ \ TC = 296.60 - \\ \ \ \ \ Vi FL 18" = 292.60 \ lee / \ rl 2 \ \ \ \ • \ v IN \ ♦� \ im z 3 0 U O O wco z c Z O m a G LU o - m GRAPHIC SCALE 40 0 20 40 80 ,.. Rol 6mmi N ( IN FEET } 1 inch = 40 & NOTES 1. ALL CURB INLETS AND MANHOLES SHALL BE PER CITY OF COLLEGE STATION STANDARD DETAILS. 2. REFER TO LANDSCAPE PLANS FOR LANDSCAPE DRAINS AND CONNECTIONS. 3. CLASS IV REINFORCED CONCRETE PIPE IS TO BE USED FOR LATERAL "C-3 A", LINE "C-3" STA. 1+00 TO STA. 3+25, AND LINE "C-2" STA. 1+00 TO STA. 2+25. CAUTION!! r EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ii DISCREPANCIES ON THE PLANS. CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) REVIEWED FOR COMPLIANCE JUL Z 0 2010 COLLEGE STATION ENGINEERING Ci. N wi..... en °° o m en N N n'o W vv w L� +c Q .».i: W � o E cz g Go y z eo a � D 04 $a KEVIN S. GASI 9165 W z o� F� rYl CIO O O U v) o 0 �R U Pq 0 0 Q 0 1� t2 r°i d z A A tj A a SHEET C-16 r __----U ---_ CD r- LLj LLJ III _ _ �-- ,-�.. _ _ Zw \� \ _� LOT 1 R --•. W A" 1 J / �` ` _ --- 1� • 43.45 AC R ES...r. , • - t WOODOMM OF COLLEGE •. < I- I " ._..----__.. �� 'STATION, LP / f�"` ¢ 2 AIlw ` C LED 73.45 ACRES / �� } / � OL. 7051 PG 9 58 � Nill STA 2+34.54 LAT "G2-A" / �^"'��-✓ . 12"11.25°SEND f ZONED / � � •.,� \• GRAPHIC SCALE 1 R-4 ` / / \ � •\ ,o a 20 ,o so / \ \ (nJr ) \ \ STA 2+96.82 LAT " 2-A" r _`" r \ CONNECT ROOF DRAIN / + \ \ L 12" = 288.39 5TA 1 00.00 LINE C-12- F \ L 6" - 288.89 '\ NS 1, inch - 40 ft" r J ' 24" CONC. HDWL `~ / 12 SY TYPE R ROCK RIP STA 3+40.94 BEND LAT "G2-A" / / ' RAP PER TXDOT ITEM 432 STA 3+48.0! LAT "G2-A" . / FL=283.50 f - -STA !+t}0.00 LINE "C-13" _ CONSTRUCT: _ - 24 CONC. HDWL , \ L 6" = 289.50 _ - - 1 12 SY TYPE R ROCK RIP 4 __ ._ - - _ -- = �- - __ -~ -- __� - - - - • ` ` RAP PER TXDOT ITEM 432 l FL=281.30 \ \ F DRAIN = 289.50 J / STA2+28.50 LAT "G2-C"--28c Z� IN --- - \L V CURB INLET ` �, /, i - \ \ �•. j r• - ` TC = 292.10 - ' F % / t _'�� • \ \FL 18" = 288.10 STA 1+40.00 UNE "C-12" STA 1+52.00 LINE "G!$' �\ CONSTRUCT; CONSTRUCT: \ \ \ { i 1 } t / J J J I J -•� / 24" CONC. HDWL 24" CONC. HDWL \ �� ; '' { , `, • J j f / / / \ \ \ FL=283.70 , FL=281.56 52 LAT "G2- • \\ �\ ` { j II �• ! i �� \GRADE TO DRAIN �, GRADE TO DRAIN/CID \ \ \ SEWER CROSSING .72 \ !.79 100-YR FLOODWAY PER / J J i c` 100-�YR FLOODPLAfN PER 1 / \ \ \ \ �LOMR CASE NO.08-W2506P \,• / / / J 1 j I i LOMR CASE NO.08-M2506P' \ \ M TEN �, \ \ STA 0+79.26 LINE "C-6" \ \ \ STA i+27.85 LINE "�16'= CONSTRUCT: STA 0+87.54 LINE G7" \ TA 2 3.i9 LAT "C-2-D' !8" CONC. HDWL l / < - a�-- - - O �, STA 1+00.00 LAT'G6-A" i CONSTRUCT: a1 B LD O 12 SY TYPE R ROCK RIP / « O INSTALL• INSTALL. 18 CONC. HDWL O0 S CURB INLET \ IV CURB INLET RA' PER TXDOT ITEM 432 f r - i 112 SY TYPE R ROCK RIP TC = 293.00 TC = 290.16' FL=283.00 ..► FL 18" = 289. 0 STA 1+45.20 EAT "C-6-A , J RAP PER TXDOT ITEM 432 ,y �.� FL fi« _ 28426 CONNECT ROOF DRAIN , FLQ83. �o� ao \ `\` \ �- FL �12' = 285.65 L '." FL 6" = 284.89 A 3+50. LAT "C-2-8"= \ 0 q .FL`= 84.15' A 1+00.00 LAT G2-D' NSTALL: \ \ \ \ ` _-= STA 2+16.3$ LAT "C-6-A" 4' DIA. MH STA 2+12. 9 LA "G -D" \ ; , - - y 6" 45° BEND RIM = 292.74 / \ 1 S ALL: \ .� \ -8i. -. .� � - __ -: r• a - / �, . FL = 2$8 r \ 4' DtA MH �, -- �. _ - _ _ ~ \��,, / \ \ - A_ A \ ' RIM = 293.73 \. _ - �- 2 i� ��. 4 0 / \ LOT 2R 2 .{ - \ FL = 288.85 + \ \ m f « � / `' '\ \ \ � \ - � - x .�� ® - -STA2+Qt.661_wE G7" Y V \ \ \ ® ®®NSTRUCT: _ 4 \ \ --5 V JUNCTION BOX ZONED -r STA 1+ 7.96 LAT'C-6-A" 4 •L VC STA 2+29.83 LAT "GfrA FL=287 '- --- ` • � ` \ ,22.5° BEND PROOF DRAIN `' - STA 0+75.00 LENS "C-8" 6" a) 22.9% FL 6" = 286.10 \ \ ~� PDD 289•- _ _ .._. CONSTRUCT: FL = 288.10 -- _ �- 18' CONC. HDWL ` } - F 6" �,X --- - ._ - �_ 12 SY TYPE R ROCK RIP \ ROOF DRAIN « -- _ _ RAP PER TXDOT ITEM 432 _ « / /@ 26.7% 6 LF 6 PVC •' - o « 29Q- _ \ ` STA 1+17.06 LA C-6 B-1 - 5 ROOF DRAIN 0=54 51 15 ----FL=288.11 _ \ FL = 290.6U ,`�', - STA t+37.29 LINE "C-8«= - - - - \ INSTALL: @ s.s'/, R=29.50 - - _ t - 1.VX1.V GRATE INLET i FL = 290.60 IN - -_ _ ._ _.._. __ __ _ - o +00.00 TG = 293A0 \ ,.: �.. _...-- _-- __. � -- "INSTALL L \ ' FL 6" = 289.00 CB=N27°31'�7"E 10' CURB INLET \ t\ FL 12" = 288.90 \ _ _ _ s� ; Lci - -" -- - / C=27.18 o TC = 295.00 + FL 18" = 288.52 \ \ \ Y V t -292 - = - _ -FL 18" = 288.42 ` ~- \Q Q ° FL 12" = 291,1 STA 1+83.81 LAT "C-&B-1" -- - __ Z - _STA 1+08.00 LAT "U8-A" _ \ \ " y Z INSTALL: - FL 12� 29127 \ `- ••, •` \ STA 2+19:52 Lw C "- -- \ « \ri V v V v V v V p 1.5"C1.5' GRATE INLET '" \ \ \` \ STA l+00.00 LAT C-6-B' � " i �? �0� "�� .-- _ ..-• --- _..._ _ __ -. ..._ • � « .. � - �. .� � - TG = 293.00 -_ � STA l+82.95 LINE "C-8' \ INSTALL: r: / F I �p _ - -294- SANITARY SEWER CROSSING 1.5'X1.5' GRATE INLET ROOF DRAIN ROOF DRAIN iu CCA FL 6" _ 29Q.10 r --FL 6" = 29125 \ .4 z a-i FL 6 290.00 TG = 293.00 \ FL@ 96. !o ROOF DRAIN ROOF DRAIN `@ 65.6% j pC0 - 295 �_ FL 18", 288 .75 Q FL 12' = 298.09 0 o F fi.00 1STA 3+20.30 LINE 'C-7" \ \ \ \ FL 12" = 287.99 ~ - ,/ j @ 73.6 /o� @ 732 /o -I o mI71 SANITARY EWER CROSSING FL = 296. FL = 296.00 ao L 6" = 288.19- - _ ' - ro v) - - - -.-FL 6" = 290A0 '- i+ � FL 18" = 291.84 STA 3+38.30 LINE'C-r _ - / 290- - _en -SANITARY SEWER CROSSING _ ` -�- -- - L 8" = 289.93 • - `\ FL 18 92A6 _ L3`41- 279.5 8-J5ANlTAY_ �'" L § dIT zo STA 2+37.34 LINE "C-8"'1r1? wAT__ _- 2• WATER ��9� ' ` N SANITARY SEWER GROSSING. ` t \ FL 6 = 291.50 +30.02 EAT "C-6- "_ - STA 1+59.T lAT "C-6-B' STA 1+89.73 LAT "C-6-8 ~ - _ _ 18" = 289 02 �~ "STA 1+00.00 LAT "C-6-B-1" INSTALL: INSTALL: STA 3+56.34 LINE "C-7" INSTALL. 1.TX1.5 GRATE INLET 1.VXt.V GRATE INLET ANITARY SEWER CROSSING 1.5'X1.V GRATE 1NLET -- TG = 293.00� TG = 293. - ..FL 6" = 290A0 \ TG = 293.00 FL 6« = 289.4 FL 6" = 290.198_. `z STA 1+08.0LAT "C-8-B" ` ~ � \ ��- _ 0 ! 8 - 293.09 . \ FL 6" = 288.64 FL 6" = 289.31 FL 6" = 290.OQ_ -- '- - FL 12" = 293.23 FL 12" = 288.64 ` FL12"=288.548 ®®® ®® ® - �® ®� .®�" ®®Is �® ® ® ��am ~ STA 3+94.30 LINE'C-7"= ® '~ - - STA 2+48.69 LINE "C-8"= \ ti « « -- -2 c __ 1+0 . 0 T "C-8-B" \ A t+00.00 LAT "C-7-A" + f STA 1+05.OQ LAT G7-A � - _,_. -..._ .__ ._...._.. �e--• -- -� INSTALL: - \ \ INSTAL.' _ - f ¢ 1 S ALL: �p 4' DIA. MH IV CURB INLET �` -� w 10' CURB INLET 6 TC = 296.35 \ \ ♦ \ tt {{ RIM = 298.20 _ �• TC = 298.80 •---- 30 __ ? FL 18' = 294.0 FL 18" = 294.60 - --` _ _. �` FL 18" = 289.08 \ \ \ d FL 18" = 292.67 FL 12" = 293.07 FL 18" = 294.50 \ \ FL 18" = 294.40 18" STORM / -- - __ -- - - -- - __ - 30, _ _ \ \ \ \ - ®� @ 1.7«a ® - f f _N _ STA 1+08.00 L kT "C-8-c" \ \ '•, ® � � ® ® oil - ® ® IN IN �`FL 12" 93.65 �• \ \ ''� \ \ ' is __ „_.. , _._ .._ __ _._.. ._... � \ •`. � .. \ \ Nil 3© , -' LSTA 2+96.74 LINE "C-8�'= \ \ �N - S A + "_ _ - . - / - - - _ - - -- -_ . r wST1+L:.00 LA "G8-C"�S 4 29 t LIE" / - - ^' -' - `'p , _. IV CURB INLET I CURB INLET i "' - �_ TC = 296.96 ►' ; - TC = 299.10 / / FL 18 = 293.00 10. . \ I ; -•, f r 3C t FL 18" = 295.10 / / _ . _ \FL 12" = 293.50 \ ,,,•�'� \ / / / / �� ; 1�" �- 7- �� /� . \, \ \ \``\ ...._.._ �` \ / -.. __..._. --- ••- -- ---- --._ -- -` - --' ---- __ N89"5,3'4?"W 578.49' --- -- .._' r -_-- _`'• -- r_ __ _ '" - - -- . `3�5 .� f _ __ - ---, ✓-` ---- _ // / / .STA t+00.00 LINE "C-10' -306 N RU 8" 6.1 TXDOrsET 34 STA 1+94.00 LINE«C-10« =301.58 % 303 ONSTRUCT._ •• - -^_- ` 11'- _ J'" -r - - - y r rf--- �`' --- 1`-- �•rl -� - - -_ / / / / / - -- - -� _ __ .__ - _ • - --- ` '_ ` --JV! _ .. -•� - - -'-- - - '�` _ r \ I / 18' 6:1 TXDOTSET FL=302.16 \ \\� \ ` \ •` \ - w M - - -- --- -- -_ __'- -- ~- - - - '-�_--- -Z`� r' -- -- '- - J -- - - -` - \ \ NOTES 1. ALL CURB INLETS AND MANHOLES SHALL BE PER CITY OF COLLEGE STATION STANDARD DETAILS. 2. REFER TO LANDSCAPE PLANS FOR LANDSCAPE DRAINS AND CONNECTIONS. CA U T10N! ! v '' EXISTING UNDERGROUND U77LI TIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTLITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUC770N. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY 'I A - DISCREPANCIES ON THE PLANS CALL BEFORE YOU DIG. - DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) REV EWED FOR' co PLIANCE JUL 20 2010 COLLEGE s i TI N ENGINEERING Q V d N cn pp 1'^ N �ssyyyfV6- N N v y O »V _� CO CID CID Q .0 -c3 cid A z � N A r v)w ,Nn o �AEw tE of k ��--,- .J-- KEMN S. CASK 69165 �-11,640 ,� tW z V O too IT 0 U cn • OO U 0_ wl SHEET C-17 (4 Q v- L 0 / MEP PLANS FOR FL 8" 282.75 / J CB=NO4°30' / / CONTINUATION. ° / /., / S 1+42.73 FL 289.00 / / " P 40/0 '- \ SSWR LINE 131 G61 I A • �i \ A,..A \ STA 1+84.95 / / �� \ 2 SS LINE B2 w w \ \\ SSWR LINE B2 / \ INSTALL: „ INSTALL: STA 1+59.96 \ \ 1-4' DIA. INSIDE DROP MH WITH co � \ SS SERVICES SSWR LINE 62 F \ 2-4 / � \ INSTALL: � WATER TIGHT RINGS &COVERS � / \ \ \ RIM:286.49 a•!�L 2s7.2a STA 2+20.37 . 2-4" SS SERVICES \ \ _ \ \ \ FL 8" 281.27 c 3 U / SSWR LINE B2 / o \ \ FL 8" 282.27lo, Q d L87J40 INSTALL: / ° \ \ FL 8" 279.48 =td ` 1-4„ SS SERVI / STA 2+25.37 STA 3+12 0 1 / h / �SSWR LINE B2 SSWR LINE B1 \ / / INSTALL: =STA 0+00 \ \ j ♦ i / / o / p+l`� / '`• 14 DIA. MH / ® SS LINE B3 \ \ y / �� .� 4000SND AND PLUG G 2-4" INSTALL: END AND PLUG 2-4" \ \ \ \ -»• / / /`' \ / / 1-4' DIA. MH SS SERVICES. REFER TO �h. \ % 1 / �� • Ft/as.2o / Q SS SERVICES. REFER TO RIM: 290.66 MEP PLANS FOR \ \ \ / \ j %MEP PLANS FOR \ / / / / „ CONTINUATION. FL 8282.89 @j ° CONTINUATION. e C M U N TY END AND PLUG 1-4 FL $"„ 282.$9 �% FL 289.60 - \ \ \ \ � �r \ � f \ i" � � t '! `°tt` fit•\�d' � � / . \ \ y \\ M \ \ \TA 0+00 a. �� \, / \ '�•.� �. \. / f �SSWR LINE B1 ' "�/ \ \ 4 CONNECT TO EX. MH / �."\ v, .. PER DETAIL S1-03 �. / / z / i + Z CON \ \ ,\,' / .► �,,,// / LIMI F D� tQRI34WCE WITH INSIDE DROP , , -•. \0 '' o r A 34 1740 \ \ \ / / / %R CON CTOR WITH. �. �4�� z z .•(D R-245.00 \ \ /� \ / \ _ CONTRACTOR TO VERIFY i , t a w \ / / r ORANi31s CONS INVERT PRIOR TO •• �: ate- 9 a . cz ... L=146.65 \ \ \ \� / /; i` EXIS'FI�G 20' SA 1 ARY \ FEN G ~' _'v �- % a z s-- CB=S29 14 38 E \ \ \ \ o / �•• .� i \ 7 CL CU ° � " \ \ / / �� /� � SEWER EASE T \ � �\ � �. CONSTRUCTION .f , , / Q \ \ \ /$... '� RIM: 289.05t (MATCH EX.) '' f , a X co C=144.47 \ \ / / .�/ � {VOL. 3�2, PG. 23) \ � � i � W = � EXISTING 20' SANITARY \ \� FL 8" 278.20 \ /L, �/.,� r f Co SEANE 2 EASEMENT \�., \ ^�. ;n, 1 , w Uj N �� i \ < (VOL.966 , 42 c .7 ` o c c0 �� / . _ \ LIMITS OF DISTURBANCE R=98.50 I \ L=94.71 � � � \\ \\ / � � / / � / � j \ \ \ \ PER CONTRACTOR V111TH / ,.� / / � x �E \ """�' • ,- CB=S35°2,V47"W / \ \ / / / / ® \ `' ORANGE CONSTRUCTION h� ROUTED RIPRAP. \ \ GRAPHIC SCALE C=91.10 �e \ \ / \ \ / / / / / / ^ \ \ FENCING / / / RETE ENCASEMENTI\.!SI jN \ \. / Q \ / / / \ ! E'E DETAI "A" THIS SHEET \' G2 �``° ; � STA 1+20.69 ` / \ '\ 4�S\ N SSWR LINE 62 / \ ♦ \ 'q�V/Jq\ �� \s \` ' A v, INSTALL: Rys\ (IN FEET ET i o 14DIA. INSIDE DROP MH / \ ``�. I inch = 40 fL 0 / A=9 I� % END AND PLUG 2-4" // PROPOSED 20' P.U.Q. Pip 5 ER •\�'� �Q � / � SS SERVICES. REFER TO / ) RIM „290.11 r-`" • � •gyp � `• � R= \ o / / FL 8 284.58 \N J ( / Aw�A \ NOTES k: flr r ice* •.•' •'•. i•� Z i NNNN .. �/ KDAN S. GASKEY j •NsNINMMN•lNNNNNNNM s 69165 N \ / �+ SS SERVICE. REFER TO o \ / '" � / t✓ TER FL 8 282.79 \ s g� 1>t ape no•�. z to OLl MEP PLANS FOR STA 3+79.98 CONTINUATION. SSWR LINE B1 FL 287.00 INSTALL' ` ` 1-4 DIA. MH ! `Q @ \ ® 4 �► ` _ s / / j 1 RIM: 291.65 END AND PLUG 14" a 1 FL 8" 283.60 Q STA 0+65.71 '�._._...o �." \ // SS SERVICE. REFER TO j FL 8" 283.5fl / /� SSWR LINE B3 Q END AND PLUG 2-4 N 88 3722 W \ SS SERVICES. REFER TO 69.89' w�,, O / // MEP PLANS FOR y, /IV } STA4+35.05 '- -�. INSTALL: �� 1 2 / / / CONTINUATION. ' � SSWR LINE B1 2-4" SS SERVICES � \ o MEP PLANS FOR '� � ` 0 \�� CONTINUATION. t 1 INSTALL: ,A� % � � � FL 29fl.5fl r 14DIA. MH 1 RIM:292.93 (0 FL 8284.20 , G@o F Z FL 8' 284.10 STA 1 + 85.74 \ �` cg 1 t ,, SSWR LINE B3 o -�� 1 t � 1 � INSTALL: \ ��•.. , ell1 i 1 REFER TO POOL AND _ / i �� 2-4" SS 4 rSERVICES LANDSCAPE PLANS / ! / !/ 6 END AND PLUG 2-4"\� \ \ 1 FOR THIS AREA \ / ! SS SERVICES. REFER TO Iv MEP PLANS FOR \ STA 2+81.17 ` 1 srt,, \ „� CONTINUATION. SSWR LINE B3..,' ! t9 \ \ END AND PLUG 1-4" \1 / FL 291.50 INSTALL: SS SERVICE. REFER TO ! STA 4+93.73 \ \ `/ 14DIA. MH \ \ l MEP PLANS FOR SSWR LINE B1 / �� 1 1-4" SS SERVICE CONTINUATION. INSTALL: �� .� �' ` RIM: 291.89 ! 1-4' DIA. MH 284.02 ! RIM: 291.91 STA 5+64.30 t, " " \ END AND PLUG 1-6 END AND PLUG 1-4 \ \ N.! FL 8" 284.83 SSWR LINE B1 ` F` ! SS SERVICE. REFER TO SS SERVICE. REFER TO NTENA `\ \ FL 8" 284.73 " INSTALL: MEP PLANS FOR MEP PLANS FOR o \ \ \ ` ! . 2-4 SS SERVICES �� \ !\ f Q CONTINUATION. CONTINUATION. BLDG� 00000 \ \ \ ` ` �i / / ! ✓ FL 292.50 ` / FL 290.50 STA 5+66.80 STA 7+16.92 7 SSWR LINE B1 '\� p SSWR LINE B1 O v� o 0 U vl U ZEVIEWEO F_ UUMPLIANC JUL 20 OLLEGE 84ATIM ENGINEERING tV INSTALL: 'VIP* u C » ! ( " �� ) INSTALL: ! ,� PROCTOR MAX. DRY M'�"C ♦ 2-4 SS SERVICES 7.� 1-4' DIA, MH �� ! " / DENSITY (ASTM D 698) '�G b 3 30 QU ' �h e END AND PLUG 2-4 / w SS SERVICES. REFER TO Z/ RIM: 294.22 ! / ` \ "All. � „ l FL$"286.60 / '' CONCRETE ENCASEMENT DETAIL A MEP PLANS FOR „ / '- CONTINUATION. ! �� \� \ FL 8 286.50 / !/ IN \ \ FL 293AO Q END AND PLUG 24" � !/U SS SERVICES. REFER TO MEP PLANS FOR < ` $ CONTINUATION. F \� ... �V FL 294.70 . •.Y :r<;..::;:.�; 12" MIN. DEPTH \� h \ �� / STA 8+88.05 AFTER COMPACTION END AND PLUG 1-6" ` `� \� z SSWR LINE B1 \ -,,•� ,�oQ. :, SS SERVICE. REFER TO .� INSTALL: MEP PLANS FOR �� \ 2-4" SS SERVICES L 2000 PSI CONCRETE CONTINUATION. f : ; L ♦ ~ STA 8+85.55 r ;- 6" MIN. FL 294.40 SSWR LINE B1 /� 13 L END AND PLUG 2-4 6" MIN. ~ " INSTALL: `� > IV SS SERVICES. REF 12" MAX. 2-4 SS SERVICES / / 1 MEP PLANS FOR • ~ \ © \\`, \� \�'�/ / CONTINUATION. CONCRETE ENCASEMENT DETAIL "B" FL 295.70 Ep?`�, ♦ \ \ `��C �� STA 10+35.67 SSWR LINE B1 F 11 le 11 0 7p3' END AND PLUG 2-4" �� INSTALL: CA U TION ! •�r! 2-4" SS SERVICES SS SERVICES. REFER TO STA 10+33.17 ♦ @ MEP PLANS FOR / SSWR LINE B1 -60 EXIS77NG UNDERGROUND UTILITIES IN THE AREA CONTINUATION. INSTALL: CONTRACTOR IS RESPONSIBLE FOR DETERMINING \ FL 296.60 2-4" SS SERVICES THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTLITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTLITIES DUE TO DAMAGE Nb `C INCURRED DURING CONSTRUCTION. CONTRACTOR a STA 11+27.50 SHALL NOTIFY THE ENGINEER OF ANY o d SSWR LINE B1 ` - DISCREPANCIES ON THE PLANS o END AND PLUG 2-4" INSTALL: a 4 4 �2 SS SERVICES. REFER TO 14DIA. MH j o MEP PLANS FOR 1-6" SS SERVICE o �4_ CONTINUATION. 8 288.76 ® .oT z „ FL 8" 288.66 / END AND PLUG 1-6" AQ� SS SERVICE. REFER TO MEP PLANS FOR CONTINUATION. LEGEND r l�I EXISTING FIRE HYDRANT ASSEMBLY ' EXISTING WATER MAIN PROPOSED WATER LINE PROPOSED FIRE HYDRANT ASSEMBLY �6- EXISTING SANITARY SEWER AND MANHOLE PROPOSED SANITARY SEWER LINE AND _ MANHOLE #4 BARS 0 12" ON CENTER WITH #4 STIRRUPS ® 24" ON CENTER . ::.• • ,; 12" MIN. DEPTH FTER COMPACTION 4000 PSI CONCRETE DUCTILE IRON PIPE TO . BE WRAPPED IN 8 MIL t 1$» MIN. SELF -STICKING POLYETHYLENE COMPACT TO AT LEAST 12" MIN. 95% OF STANDARD CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) P .8 g w A a u a a SHEET C-19 LIMITS OF DISTURBANCE --- + >�a \ \, �, . _ _. _ �, ,• % / /�\� �. PER CONTRACTOR WITH O \\'\„ "'""mom.' .x x..t......_..-...•e.....++F = w.-/ fi''.- "'=: •� � \ (� GeMTRUCTION ------ , •._", "'.._'•_- ,_,_ "-•_ "'r.. - _._,o, y cv♦ \ \ -: ' FENCING - -'_" r- --- - cv ♦' --( 00 v LL]�. �\Y ..�• ,.�..:, _ ._., _•-- --��\,La- `,,,.. _ `�-- !� (� - P MH WITH cn cn \ s. _ .----�'_r_____ ----� / \ -�-- v !, LOT �/ �.. \ w w & COVERS _ \`- _--�-- STA o+oo I i ! Ali 4 cRES .:, / ` i I - ------ i .�. SSWR LINE 65 etc] . 3.4 '� 0 INSTALL: `° ! \ C,(�J� 1 AZT . i .. -- WOODLAN.� OF COLLEGE /I XCSTING 2Q;ANIT Y 1-5 DIA. MH ! \ \ \. l / f f CONTRACTOR TO VERIFY ! , A11 ON, LP / / \ ` ,I . \SEWEi� EASE11t� NT` �-- INVERT PRIOR TO ! x PER L-L:ED 73.45 ACRES\ � �(VOL. 3482, PG. 23 _ _ `�i ! ROUTED RIPRAP. 1 / � �, CONSTRUCTION ♦ ! \, - /VOL. 7051 PG 158 \, / /V RIM: 287.65 -_ i FL 8" 274.92 iF CONCRETE ____.... -- --' ZONED / / 1 EXISTING 20 SANITARY NCASEMENT R-4 j SEWER EASEMENT ! I EE DETAIL "A"THIS SHEET �\ (VOL. 9664, PG. 201) ---� . \ � ` -r- ' i / / / f/�•\ !/ � �\� I \ //J 1/ 1 STA 1+29.07 ; I `�``.,..r ... J , �a / •fir, SSWR LINE B5 ' \ \ \ / / !I't��'�' •. `'\_ `' / �/ INSTALL: ! I I ! 14DIA. MH WITH WATER TIGHT RINGS & COVERS 1 1 RIM:281.26 i 1 1 A FL 8" 275.44 FL 8" 275.34 1 ND AND PLUG 2-4" 1 1 S SERVICES. REFER TO EP PLANS FOR NTINUATION. FUTURE FUTURE \ \ STA 6+61.19 END AND CIO 1-6" ._. END AND C/O 1-6" 1 \ \ 1 �: •\4 7 .� / / 1 1 _ 4-- - -�--. .�___ SSWR LINE B5 FUTURE SS SERVICE a ---a -�-- n---C•-- FUTURE SS SERVICE INSTALL: LINE B3 � � / \ \ 1 `��-�• �� // � / / 1 � FL 6" 284.90 FL 6": 281.50 14DIA. INSIDE DROP MH STALL: RIM: 285.48 \ \ \ $ 1 IA. MH \ \ \ 1 �:-% / / 1 � 1 FL 8" 277.4Q ERVICE / �� \ \ /------------------------------------------ FL8"277.30 291.89 // ! / \ \ \ \ \ \ \ \ \ \ �, // / STA 3+22.23 11 -I- - 4 �100 �. v @ 0.33% + -F 6+000 284.02 .. _... _.. END AND PLUG 1-4" \ \ \ \ \ / \ \ / / SSWR LINE B5 1 1 SSSERVICE. REFER TO NTENA \\ \\ \\\ ` / \ / // INSTALL:-------------------------------------------1 MEP PLANS FOR o\ \ \ \ \ \ ` / \\ / / 1-4' DIA. INSIDE DROP MH PROPOSED 20' P.U.E. CONTINUATION. BLDG o 8n o \ / / RIM:"276.18 289.08 FL FL 290.50 \�� oop� \ \ \ \ \ \ / � � \ / / FL 1 �0 1 1 11 i 276.08 A 1 1 1 1 \ \\ _� \ Ore \- -- - / 1 O \ \ -'�- r .� •-�• to 1 \ / \ \\ \- ---- 1 ,a 1 \ i 0 END AND PLUG 2-4" \ \ \ \ \ - - - - - - - - - 33.960 ACRES SS SERVICES. REFER TO \ \ \ END AND PLUG 2-4" 1 a \ \ Iv SS SERVICES. REFER TO SSWR LINE B5 1 MEP PLANS FOR � \ . \ � ® ZONED \ CONTINUATION. \ \°< MEP PLANS FOR STA 0+90 l \ PDD INSTALL: FL 294.70 2 CONTINUATION. \ SSWR LINE B4 / 4 ! 1.4' DIA. INSIDE DROP MH / STA 8+88.05 � ' � � ® � FL 291.60 Q � INSTALL: / SSWR LINE B1 \ \ \ \ ® I-CLEANOUT, " RIM: 288.39 ^d / \ \ rj A=54 51 15 " / FL 8" \ \ INSTALL: 2-4"SS SERVICES �' ` \ \ \ \ 11 ® ! ; R-29.50 FL 8 277 77 ; E +85.55 \ � \ ! �, L=28.24 \ ti \ \ ®® ® w - -! + > \ CB=N27°31'57"E FL ]NE B1 \ /.� 3 END AND PLUG 2-4" \ �° a� ` { o ! / C=27.18s-J�� VI ES �\ �\ / /� IV 1 SS SERVICES. REFER TO \\Ir MEP PLANS FOR STA .\ \ CONTINUATION. \ J I 1 FL 295.7Q \ - ON� SSWRR 9 LINE FUTURE INE 64 � 1 1 \\ \ \ , END AND PLUG 2-4" ! I INSTALL: 1 1 \ STA 10+35.67 , v v v v v v SS SERVICES. REFER TO ! { 0 2-4" SS SERVICES " �1 SSWR LINE B1 fli ° END AND PLUG 1-6 MEP PLANS FOR " FUTURE SS SERVICE. �'� i- IV I 1 1 1 �\ INSTALL: END AND PLUG 1-6 LUG 2-4" \/ \\ `� \ 2-4" SS SERVICES �' CONTINUATION. Oti FUTURE SS SERVICE. n d FL 292A4 / EFER TO ` STA 10+33.17 V 6 m 111 NS FOR / SSWR LINE B1 Fc 10 STA 12+70AB UATLON. INSTALL: F\ \ { SSWR LINE 61 L296.60 2-4" SS SERVICES c� \ \\ \ i �{. �l ---- - - INSTALL: ! !----------------------------- -- - 2-4" SS SERVICES --- � �• 12 -FL - F:- - - +99Fi +�•- �F - 8 - - - - �•- j r - � _ e IV STA 11+27.50 .46%- - SSWR LINE 131 _ _ - ~ w END AND PLUG 2-4; .! ~- -_ _---._- _----------- STA13+78.37---------------------_....------- INSTALL. FL - FL- -FL- -FL - - SSWR LINE 81 l ( r- FL-- - -FL- --Fi - -F - - FL- -FL- - -FL SS SERVICES. REFER TO 1-4' DIA. MH ! { MEP PLANS FOR " =STA 0+00 F CONTINUATION. 1-6 SS SERVICE j SS LINE B4 \ < RIM: 298.21 � ! INSTALL: i I I ( FL 297.60 FL 8" 288.76 ® ®®® ®®® I i j ( END AND PLUG 1-6" FL 8" 288.66 1-4' DIA. MH { I l I ®® ®� 10 19 ® Fm I� N. ( ( FUTURE SS SERVICE. FUTURE ® 2-6" SS SERVICES 1 FL 292.04 \ ! RIM:297.52 Q l i END AND PLUG 1-6" Al 15 FL 8" 289.86 ' l STA 16+63.94Nb f_ FL 8" 289.86 l 6 1 SSWR LINE.131 SS SERVICE. REFER TO III FL 8" 289.76 INSTALL: ;� - MEP PLANS FOR III l �'��'"� CONTINUATION. SS SERVICE. REFER TO I 1-6 DIA. MH END AND PLUG 1-6" 2�" SS SERVICES RE 11I1 ® ® � ® 19 � RIM: 295AO \ \ IN OR ® MEP PLANS FOR ® i FL 8" 291.00 O \ \ \ CONTINUATION. MH fiNi Il a ! � FL 296.30 I _ l •� L L A ` \ \ \ ! 11 Fl LF1- - l UFL Ft tFLLoL % R FL- - J11 fE LL l f _ r f f � �� r 11 sop O3 4 FIJ r . .rr .� �.. - \ �O i■ r.rrrir rr- rrr err. rr- r- �rrrr.r�,rrir rr- rrw. r�"r ter. ^ -r.r- ww.r.r rrrr" irrrrwrr- . r"rrrr rrrr- w $ N 89°53'41" W 578.49' 0 gjz- 0 GRAPHIC MC = UMA * 1. SEE M.E.P. PLANS FOR COORDINATION OF PLUMBING CONNECTIONS AT BUILDING. 2. ALL QUANTITIES OF MATERIALS IN THESE PLANS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR. 3.- UTILITY DIMENSIONS ARE MEASURED FROM FACE OF CURB. 4. ALL UTILITIES SHALL STOP 5' FROM BUILDING OR STUB OUT FROM PAVING. 5. CONTRACTOR TO CONFIRM ALL EXISTING ELEVATIONS AT CONNECTION POINTS PRIOR TO CONSTRUCTION. SANITARY SEWER LINES SHALL BE SDR 26 PVC, PER ASTM D3034. 11 gee ter nw - - �a00 N N N N CO 0 Q cl fl O S Z c O W V) CO a a Q c a x CAS p O m b to Q� fix'?•''. ^ ,.. cn N z room Nom UH V1 w v; LEGEND r - EXISTING FIRE HYDRANT ASSEMBLY EXISTING WATER MAIN PROPOSED WATER LINE PROPOSED FIRE HYDRANT ASSEMBLY \l9- EXISTING SANITARY SEWER AND MANHOLE PROPOSED SANITARY SEWER LINE AND MANHOLE 4 BARS 0 12- ON CENTER WITH #4 STIRRUPS ® 24" ON CENTER = •= 12" MIN. DEPTH AFTER COMPACTION 4000 PSI CONCRETE �g ` :r DUCTILE IRON PIPE TO BE WRAPPED IN 8 MIL ;.,. ✓ 18" MIN. i SELF -STICKING POLYETHYLENE COMPACT TO AT LEAST 12" MIN. 95% OF STANDARD n PROCTOR MAX. DRY DENSITY (ASTM D 698) ww► •w�Mw.w� 4)eC, 03.30 60 - hj*e �..w • ter• •r+..� wry ♦ ii • 77 . 12" MIN. DEPTH •` y''f'':'''• .- AFTER COMPACTION 2000 PSI CONCRETE 6" MIN. 6" MIN. 12" MAX, CONCRETE ENCASEMENT DETAIL "B" CA U T10N! ! ' 0 EXIS77NG UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL U77LITIES PRIOR TO CONS77?UC770N. C CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUC770N. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY /i A DISCREPANCIES ON THE PLANS. i\ CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) C3 KEVIN S. GASI QCENS�� t�ji`S`0•,,,,,,..� 2 W z . O� r' 0 � a O U cn P,.4 0� U REVIEWED 3 _R COMPLIM,'CE JUL L n 201 JIM ENGINEER NG o x 0 � 8 N •� d .� .� 6 z Y A A U A a SHEET C-20 KI T.. Z- - \`� / �� t•``�-�...._x......a.->•,^"..>,�' .� ,� �• \_ � � � ; � \ _ _ ..s .�-=' � .ter V�`'..- t • \\\ � � ..``_-�...�_._ .. r�'�.r � ,y0" �� n„a...•,w `�..L _ � i t} r _�.-i l .,..�.:'��. �--�;.>- r sue::• � y__� S � t N(�[a. /1 f( �\ \�\ W,�C�,� `` ^iae<.•...,,.� Itj{ � �a��> `-may,.= ." �,,,...�{o�w>+v�,,. 1 Y{' t-...l...--'r-. -----�._ .�-�-�� '!_ l � 1 " � � ..`."i S L•�+.� � y �• ` "yJ, •�..,' - '°.'c.�. - _ �..._-,>....._.._.-.._..�__.._.._.-S �} y 1 �I- s..'�s _ y� 0�'hy {� R � '.. y V�•. � ��r^ � ,s�� ••,., .y, t _ �r.,m,.•ua+w -. l.r•-'." ,,,,,..r.m"r'•"a=' �-+' y _ 1 iyt�C— � r, ' t-- ~ .--- -_.$�d ♦ - _.-LOT 1 R ��-�. _ _ ��+�• �`-�'-�— `�—.�� -y,r-...- \ �, �4� � --`-• _._._......_ -- _ w �- --_ 43:45� 4CRE:. �- a 1 �- - >"` ! �.� WOODLANDS OF COLLEGE ,'�,�.-.-•j"`" ---_ I'' 1 I'M t 11A CALLED- 73:45 ACRES ~- EX1STtNG 20 SANITARY g `'•g r� SEWER EASEMENT % VOL. 7051 LPG 158 i�--" -- �• (VOL. 3482, PG. 230) ZONED r qwft ` EXISTING 20' SANITARY SEWER EASEMENT (VOL. 9664, PG. 201) � ? 4 \ \ STA 6+61.19 SSWR UNE B5 \ \ \ INSTALL: 14 DIA. INSIDE DROP MH STA 11+39.21 RIM: 285A8 SSWR LINE B5 FL 8" 277.40 INSTALL: — — — FL8"277.30 1-4'DIA.MH �— RIM: 285.22 FL 8" 279.18 1 . ENCASEMENT. SEE 1 1 1 f ETAIL "B" THIS SHEET .- J •• J 04 � � 1 0 1 1 1 � .....+""' J •- --' O ,moo o � � 8• 11 ,cp 1- 11 ! PROPOSED 3W P.U.E. J J J vG * • 1 �O f \ \ r^ y . ! .y •MVO �.r' i '_ / '-• - .r•y I 20 FqlNCRETE J JI EN�j, ME SEE 8+ \ \ -- J J J J ETAIL -13- THIS SHEET STA 7+74.111 .� 'SSWR LINE B5 o \ \ STA 13 16AI ` ` \ SSWR UNE B5 FUTURE \1 INSTALL: goo \ 1-4' DIA. MH • RIM:285.21 1 \ STA 12+23.52 ` �� / / /% ♦ °�q \ SSWR LINE B5 \ \ INSTALL: \ 1-4' DIA. MH \ \ RIM: 285.00 \ \\\ FL'8 279.56 // A \ \ FL 8" 279.46 . INSTALL: / r J ,.--r T• J FUTURE SS SERVICE „� SIDE DROP MH w \ / '` t \ \ — RIM:288.39 d _ FL 6" 281.00 FL 8" 277.87 �� /I ♦ O FL 8" 277.77 END AND C/O 1-6" 1 FUTURE SS SERVICE 1 FL 6" 288.00 1 FUTURE \ \ \ i� FUTURE �y 1 1 \ o/, OF /0,00561 _- J r J J Ile VA J JJJ 0000� J r goo 400, dop S 3 • lF �. 0 itIc NAR1A6- REVIEWED FOR COMPLIANCE JUL 'LO 2010 COLLEGE STATION ENGINEERING GRAPHIC SCALE 40 0 20 40 60 (INS) 2 inch = 40 tL NOTES 1. SEE M.E.P. PLANS FOR COORDINATION OF PLUMBING CONNECTIONS AT BUILDING. 2. ALL QUANTITIES OF MATERIALS IN THESE PLANS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR. 3. UTILITY DIMENSIONS ARE MEASURED FROM FACE OF CURB. 4. ALL UTILITIES SHALL STOP V FROM BUILDING OR STUB OUT FROM PAVING. 5. CONTRACTOR TO CONFIRM ALL EXISTING ELEVATIONS AT CONNECTION POINTS PRIOR TO CONSTRUCTION. 6. ANITARY SEWER LINES SHALL BE SDR 26 PVC, PER ASTM D3034. . 0 ti i a r♦• w N N Wca v' r O co O CL> Q "Z3 Ix .� cd A g z � N N � I LI P;, d LEGEND r — EXISTING FIRE HYDRANT ASSEMBLY EXISTING WATER MAIN PROPOSED WATER UNE PROPOSED FIRE HYDRANT ASSEMBLY 19-- EXISTING SANITARY SEWER AND MANHOLE PROPOSED SANITARY SEWER LINE AND . MANHOLE #4 BARS 0 12" ON CENTER WITH #4 STIRRUPS 0 24" ON CENTER • :: •.: 12" MIN. DEPTH Y.'• ? •�oo�° AFTER COMPACTION #� 4000 PSI CONCRETE :;' . DUCTILE IRON PIPE TO $ BE WRAPPED IN 8 MIL ;.:: •:•:., + SELF -STICKING 18" MIN. I POLYETHYLENE COMPACT TO AT LEAST 12" MIN. 95% OF PROCTOR MAX.DDRY `MI/l3f" Y1�� f Cb✓I'fe r DENSITY (ASTM D 698)- 30 00e � CONCRETE ENCASEMENT DETAIL A" 2" MIN. DEPTH AFTER COMPACTION 2000 PSI CONCRETE r' `•';sf "'f '° 6" MIN. 6" MIN. 12" MAX. CONCRETE ENCASEMENT DETAIL "B" 0 N CAUTION!! r EXISTING UNDERGROUND U77LI77ES IN 774E AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXIS77NG UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY i A DISCREPANCIES ON THE PLANS w i CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) Q KEVIN S. GASKVI 69165 `?%1j-1D U a a W SHEET C-21 e \ p-34°1T40" \ R=245.00 \ L=146.65 \ CB=S29°14'38"E \ C=144.47 p=55°05'26" \ / R---98.50 L=94.71 \ CB=S35°24'47"W. C=91.10 1 \\ 1 \ ''KKh V \ 11 / \ o / \ \ \ IN, ` STA:0+00 WATER LINE Al \ \ \ CONNECT TO EXIST WATER INSTALL' 1-12"XIZTEE 2-12" VALVES \ \ � \ \ / // STA: 0+52.63 \ - WATER LINE Al i STA 0+98.01 - - - -- INSTALL: t 1-12°X6" TEE WATER LINE Al _ INSTALL: "TEE 1-FN S MBLY 1-12 VALVE 1 �` \ ~ '1-6"VALVE / 1-FH ASSEMBLY - -, -�.. POSED \ '� \ \ \ STA:1+07.80 / / \ \ \ \ / \ 2 �. \ WATER LINE A � � INSTALL / V > \ 145° BEND STA:1+21.94 STA:1+58.44 / /� I WATER LINE Al 7 p=g * / �` / WATER LINE Al // INSTALL: \ \ \ R= / da / ®® /' 1-1 INSTALL: E / / 1-458 BEND \ \ L= .0 / / 1-6" VALVE / \ \ \ \ \ \ CB=NO4°30- / / lo FDC '2 Uj 15' PROP` \ \ \ \ \ \ \ w s \ `\ F.U.E. \ \ \ to to \ 'PROPOSED / j �� ° ®< 2 � E. 400001-< I\,- ji STA 2+73.78 o r ` WATER LINE Al ® ® 3 `\ `•� ( t / 1-1/ / INSTALL: I I (! \ \ ( t / I'll/ 1-45° BEND I \ 4 1 \ \ C \ / ..• 93 STA: 0+95.61 IS \ � \ \ WATER LINE A2 `WATER LINE WATER LINE Al INSTALL: INSTALL* \ 9 op\\ /z INSTALL, 14T BEND ° £ 1-45° BEND COMMUNITY \. WATER LINE Al o / \ o CENTER STA 2INEAl \ O LLEY '4 WATER LINE Al STA: 0+00.00 \ , INSTALL: ' WATER LINE Al \ _ / /GHQ / / 1-11.25 WATER LINE A2 BEND ) INSTALL r � L - - ✓ - 1 / \ ( 1-12"XWTEE 4 / \ STA: 3+53.50 ) ) 1-12" VALVE \ \ { 1 © \ STA: 4+33.54 WATER LINE Al ) l -8" VALVE / / 2 D ro STA: 2+42.61 \ \ 1 \ \ WATER LINE Al IN \ WATER LINE A2 \ INSTALL: 145° BEND ( / \ INSTALL: N 88°37'22" W \ 13 1-12" VALVE ( / 1-8"X6" TEE 1 STA: 0+73.04 1 1-12"X6" TEE \ 1-6* VALVEI , Qom, 1-6VALVE WATER LINE A2 STA: 2+32.89 \ \ ) 1 1-FH ASSEMBLY ) ) ° WATER LINE A2 ''' INSTALL-° 1-22.5 BEND \ t t \ \ \FDC ) STA: 0+52.57 \ < 2-6°"CVALLVVEE WATER LINE A2 STA: 4+05A8 \ \ t t \ STA 4+56.54 ( STA: 4+5029 INSTALL 1-FH ASSEMBLY ® ® WATER LINE 1 oWATER LINE Al WATER LINE Al 1-45° BEND \ \ \ Col j \ INSTALL: INSTALL• o a` t t \ 1±12'�C4Ti EE WASTA: 4+61.97TER LINE Al ) 1-12"X4" TEE \ \ \ \ \ 1-450 BEND "' I t \ REFER TO POOL AND 1-4'�C2 REDUCER ( 1-4" VALVE V 15 PROPOSE aD rn 1-2" VALVE INSTALL: / ` STA: 4+09.01 \LANDSCAPE PLANS 1-2 IRRIGATION METER / 6 �\ P.U.E. " 1-22.5 BEND F WATER LINE A2 \ \ \ \ FOR THIS AREA STA:4+88.1-4*)W REDUCER 91 IV ° 1-8 X4TTE \ \ \ WATER LINE Al 1-2" VALVE Y / 19 STA: 4+12.55 1 1-45° B ND \ 1-2" IRRIGATION METER / WATER LINE 1 INSTALL: 1 t \ \ \ \ \ STA: 6+62.32 STA: 4+32.30 \ \ 145° BEND \� \ \ STA: 5+03.05 \ t WATER LINE Al \ \ \ \ WATER LINE Al 15' ROPOSED \ 1-12 XS GROSS WATER LINE A2 \ \ \ INSTALL* U.E. \\ « " V INSTALL: \ \ \ 1-45° BEND \ \ \� 2-6* VALVES i- \ 1-8"X4" TEE STA: 5+4123\\\ V 1-4" VALVE \ `\ \ \ \ ` \ \ � \ \ \ WATER LINE Al \ \rg IN. / MA NTENA \ \ / INSTALL: \ \\ \ / 4 / / `\ \ \ \ \ \ \ \\ 1-12"VALVE \ \ I IV STA 5+22.55 \ 1-12"X6"TEE \ \�\� WATER LINEAz / BLDG 00\ \ \ \ \ \ \ \ / 1-6"VALVE �\ \ \ \\ INSTALL: f / \ on -Op \ \ 1-FH ASSEMBLY \ \� \ \ 1-8"X6"TEE2-6" \. VE \ -FH ASSEMBLY \ I \ \ \ 5' PROPOSED z / ri 'IN 0 \ \ \� 8 V IV STA: 7+82.62 WATER LINE Al ^ \ \ INSTALL' \ \ ` �� \ ♦ ` ` #-12'7C6" TEE 1-f3" VALVE STA: 8+22.95 WATER LINE Al= \ \ ` 1-FH ASSEMBLY STA: 6+05.96 WATER LINE A2 \ \ \ ♦ \ .� WATER LINE Al \ \ R INSTALL: 1-12"XB* TEE STA: 8+62.14 \ \ 1" \ \ o 1 1-12" VALVE WATER LINE Al \ \ \\ \ 1-8" VALVE INSTALL: 1-12" VALV£ \ \ 13 1-12"X6" TEE 1-6" VALVE \ \ \ \ ti000 \ \ 1-FH ASSEMBLY \ \ \ LEGEND i EXISTING FIRE HYDRANT ASSEMBLY EXISTING WATER MAIN PROPOSED WATER LINE PROPOSED FIRE HYDRANT ASSEMBLY \9- EXISTING SANITARY SEWER AND MANHOLE G-- ____ _ __ PROPOSED SANITARY SEWER LINE AND MANHOLE oo PROPOSED FIRE DEPARTMENT CONNECTION (REFER TO MEP FOR SERVICE TO BUILDING) \ \ �r3�• \ '► STA: 9+83.57 / \ ♦ ` 1 WATER LINE Al Q INSTALL: / 1-12"6" CROSS \ 2-- 6" vALVEs \ Q \ m GRAPHIC SCALE Q1 $en 00 CO (D � v cz � O �s W E A S z N o+ A n ft, IAo 1. SEE M.E.P. PLANS FOR COORDINATION OF PLUMBING CONNECTIONS AT BUILDING AND REMOTE FDC LOCATIONS. 2. ALL QUANTITIES OF MATERIALS IN THESE PLANS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR. 3. UTILITY DIMENSIONS ARE MEASURED FROM FACE OF CURB. 4. ALL UTILITIES SHALL STOP V FROM BUILDING OR STUB OUT FROM PAVING. 5. CONTRACTOR TO CONFIRM ALL EXISTING ELEVATIONS AT CONNECTION POINTS PRIOR TO CONSTRUCTION. 6. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 7. FOR LINES 4" THROUGH 12" WATER.LINES SHALL BE PVC WATER PIPE AWWA C900 (DR-14) CLASS 305. 8. ALL DOMESTIC WATER SERVICES SHALL BE TYPE K COPPER TUBING. 9. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO VEHICULAR LOADINGS. BACK OF CURBIEDGE UTILITY OF SIDEWALK EASEMENT DOMESTIC METER - PROP. 6" - - PROP. DOMESTIC WATER LINE SUPPLY LINE I LATION 4" GATE VALVE 6" GATE VALVE PROP. 4" FIRE WATER LINE - - - - - 6"x4" REDUCER iea�ccl TAP TYPICAL SERVICE LINE DETAIL N.T.S. OF CURBIEDGE UTILITY OF OF SIDEWALK EASEMENT PROP. DOMESTIC SUPPLY LINE - - - - - ISOLATION 4" GATE VALVE PROP. 6" ROP. 4" FIRE WATER LINE TER LINE DOMESTIC METER PROP. DOMESTIC SUPPLY LINE 6" GATE i VAL 6"x6" TEE 6" 90° BEN PROP. 4` FIRE WATER LINE T ISOLATION ARIES 4" GATE VALVE 6"x 4" REDUCER DUAL SERVICE LINE DETAIL N.T.S. WATER DEMANDS �z P 43 � O * � Ii L°N°NN *~ KNN S. GASKI NSN�NIN°M°N°°N°NN� 69165 1-tvly kd-V-ll-- �vVER FO 20 2010 C LLEGE S ATIO ENGINEERING BLDG. TYPE WATER DEMAND GALLONS ' WATER SERVICE (WSFU'S) PER MINUTE METER SIZE SIZE 1 190 63 2" If 230 69 2* 111 375 97 2* IV 190 63 T V 240 71 T COMMUNITY 50 26 1.5" CENTER MAINTENANCE 15 12 1" BUILDING IRRIGATION 3-T METER S'AvN ' v OA U TION! ! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY A . DISCREPANCIES ON THE PLANS. :. M x I CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS ( a@ least 72 hours prior to digging) o 0 co A A p T U A O a SHEET C-24 i a 0 0 LLI \ s \ \ - -- - r --1 \ w \ \ \ _ ____ ... _- ----- ------ r.. _ -- ( I I LOT 1 R \ \1 10 / '\ \_ �__ �---___-- _ �- .-- -- --- `' 43.45 ACRES -- WOODLANDS OF COLLEGE _. ---. STATION, LP CALLED 73.45 ACRES VOL. 7051 PG 158 j I // ��/ // j / ZONED \ \ I R-4 moo -ftft aft* LEGEND '} EXISTING FIRE HYDRANT ASSEMBLY EXISTING WATER MAIN PROPOSED WATER LINE PROPOSED FIRE HYDRANT ASSEMBLY Cam- EXISTING SANITARY SEWER AND MANHOLE 0--- _ PROPOSED SANITARY SEWER LINE AND MANHOLE °QA PROPOSED FIRE DEPARTMENT CONNECTION (REFER TO MEP FOR SERVICE TO BUILDING) / / I c� c� \ �--� / \ w Ill / / \� 1 / \\ �� \ w z \\ \ �a _ _ _ \ 'U) _ _ _--- '� LLI z t> \ ®® ® STA: 4+05.48 WATER LINE INSTALL: 1-45° BEND STA: 4+12.55 WAT / INSTALL' L• IN , 1 \ ♦ / / \ 1 / / 1 +32.30 \ \ 1-45° BEND 1 \ ,�♦ / / / ,/ 1 v .._.__\ 1 \ INEA2 / \ \ \ \ \ \\ \\ / // / , 11 -- -------------------------- __.._.__...__.., ----- -. -- TALL•4 TEE\�P • 1 \ I ALVE , // , \\ \;\ \\ / 1--_--._...---__..-_....:._._._._......._._------------_._.----------- 1 \ \ I / MNTENA BLDG o p \ , / / 1 1 °po \ \ \ / \ /TrA 11 ' 1 ! WATER 1 IN / \ \ \ ♦.► J 2 / / 1 1 1 2") -FH ASS tr \ \ - - STA: 20+72.85 LOT 2 R WATER LINE Al r _ 10 \ \ 33.960 ACRES IN 1 1- BEND \ \ 1 INSTALL: IV, �- D WATER LIii E A3 ZONED 1! \ \ INSTALL: P D D r' r 1-8"X6" TEE STA: 20+28.09 / FDC ® \ 1-6" VALVE WATER LINE Al i-FH ASSEMBLY INSTAL.: / STA: 20+54. 1.45° BEND WATER LIN1 �\ 16- PROPOSED -54°51`15" . / INSTALL: V © ® Q P.U.E. R=29.50 /1-12"VALVE L=28.24 \ \ 2 1 > \ CB=N27°31'57'E 1-8"VALVE 1 1-8" PLUG 13 L 13 •{� z� rb . ■ I / / C=27.18 1 z O z 0 8 IL w 2 ei GRAPHIC SCALE a 15 1. SEE M.E.P. PLANS FOR COORDINATION OF PLUMBING CONNECTIONS AT BUILDING AND REMOTE FDC LOCATIONS. 2. ALL QUANTITIES OF MATERIALS IN THESE PLANS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR. 3. UTILITY DIMENSIONS ARE MEASURED FROM FACE OF CURB. 4. ALL UTILITIES SHALL STOP 5' FROM BUILDING OR STUB OUT FROM PAVING. 5. CONTRACTOR TO CONFIRM ALL EXISTING ELEVATIONS AT CONNECTION POINTS PRIOR TO CONSTRUCTION. 6. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 7. FOR LINES 4" THROUGH 12" WATER LINES SHALL BE PVC WATER PIPE AWWA C900 (DR-14) CLASS 305. 8. ALL DOMESTIC WATER SERVICES SHALL BE TYPE K COPPER TUBING. 9. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO VEHICULAR LOADINGS. \ �, L 7t - STA:1+10.92 LINE A3 I 1 \ \ \ I I z 1-6 VALVE 1 1 STA 1s+WATER INE v v v v V v v v V v I o 1 INSTALL LINE P �. \ FD 15- PROPOSED o STA:17+21.15 1 1 INSTALL BEND 14 P.U.E. I NSTARLINE Al / STA: 9+83.57 \ \ 1 15P' I.I.E. ED WATER LINE Al / \ \ \ I >n STA:14+29.77 STA 16+5fi.67 LINE Al2-s" VALVES ®� - \ STA:12+03.04 6 1-12'?C6" CROSS INSTALL: \ \ 10 WATER LINE Al Ico +' ` 'r r r 1-12"X6" CROSS / \ \ \�\ I STA:13+93.77 INSTALL: LINE Al WATE INSTALL r \ \ INSTALL' co 'r - WATER LINE Al 2.6" VAL-VES F \ " " WATER LINE Al � I r� _ r STA.19+41.12 < \ { 1-12 X6 TEEINSTALL1-12"X6" TEE " 2" RE 4 TEE r r 1 INSTALL: i5 PROPOSED I 1-6" VALVE 1-4 x2" REDUCER rf=� r r r f ° V \ \� \ \ \ \ P.U.E. I 1-6" VALVE 1-1-6XVALVE I I 1.2" LRRLGATiON METER 1 +t5 BEND 2 \ \ I A I - _ -- = I I "I _ _ N 8 °53'41" 279.5 :..._ .... - : -..... - - IV STA:11+02.97 \ \ �, WATER LINE All l WATER LINE Al - - - - - ------- ------- - r t--- STA:14+51.54-'-'------- ------ INSTALL. -� INSTALL STA:11+36.19 STA 12+14.29 -FL - FL STA:13+71.77 ! I WATER LINE All ' -FL -1P` O�O�aED I - - I STA: 17+36.15 1-12" VALVE 1-12" VALVE WATER LINE Al WATER LINE Al - I STA:16+46.67 WATER LINE Al 1-12"X6"TEE D INSTALL: INSTALL: WATER LINE Al I I INSTALL: P.0 WATER LINE Al I INSTALL: 1-6• VALVE 1-12"X6" TEE ° STA 11+69 29 " INSTALL: 1-12" VALVE S 1-6" VALVE 1-22.5 BEND WATER LINE A 1-12 VALVE ! INSTALL: 1-12" VALVE 1-FH ASSEMBLY \ `< 1-12--X6" TEE 1-12" VALVE I 1-12"X6 TEE - I " 1-FH ASSEMBLY INSTALL I I " 1-12" VALVE I 1-12"X6 TEE 1-12"X6" TEE i-6 VALVE 11-11.25° BEND ® 1-6" VALVE IN ® ® � ® ( I I I ®® l-FH ASSEMBLY ®� � ®� � 1-12"X6" TEE I 1-6" VALVE F1 ® 1-FH ASSEMBLY 1-FH ASSEMBLVY ® I \ I 1SSVALVE STA.16+88.41 I 1-FHASSEMBLY 1-fH ASSEMBLY I WATER LINE Al I \ INSTALL: ♦ \ 13 A-- 1-11.25° BEND ► \ I I _ 2: -53--FLL L t ♦ ♦ \ \ \ \ 11 FL- - - A MFL--Ft FL 1 WATER LINE Al O INSALL:FL FL Ft I r+rs 77 \\ 1-12"X8TTEE -FL FRIV, L I r f r_ I \ 1-12 VALVE 1-8" VALVE r also AAAAAAA O\ --I-iE ET -1 7- F, T11 f,�l f I - - - - - - - r r r .� also 11 15 Q .+ �"� .»w ° an .R•. ."wr- RRw �aaal ..r"-RR.....I.�.-R ..R• ..R" a.rw•R R... .RR1 w"... anRr ." aR- a moo N 89°53'41" IA%578.49' v - BACK OF CURB/EDGE UTILITY OF SIDEWALK EASEMENT DOMESTIC METER PROP. IV- PROP. DOMESTIC WATER LINE SUPPLY LINE ISOLATION 4" GATE VALVE 6" GATE I VALVE PROP. 4' FIRE WATER LINE - - - - - 6-k4" REDUCER rw��ce TAP TYPICAL SERVICE LINE DETAIL N.Ts. BACK OF CURB/EDGE UTILITY OF SIDEWALK EASEMENT PROP. DOMESTIC SUPPLY LINE - - - -- -- ISOLATION 4" GATE VALVE PROP. 6" MOP. 4" FIRE WATER LINE TER LINE DOMESTIC METER OLINESTIC . A SUPPLY 6" GATE I VALVE 6"x6• TEE PROP. 4" FIRE WATER LINE T ISOLATION ARIES 4-GATE VALVE 6"x 4" REDUCER DUAL SERVICE LINE DETAIL- N.T.S. WATER DEMANDS BLDG. TYPE WATER DEMAND GALLONS WATER SERVICE (WSFU-S) PER MINUTE METER SIZE SIZE 1 190 63 2" 2" tt 230 69 2" 2" !II 375 97 2" 2.5" IV 190 63 2" 2" V 240 71 2" 2" COMMUNITY 50 28 1.5" 1.5" CENTER MAINTENANCE 15 12 1" 1" BUILDING IRRIGATION 3 2" METER \1� N I CAUTION!! Y v�-L EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY A . DISCREPANCIES ON THE PLANS. CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) M ^+ M N w tl) N N (D '� cz L w � Q V CO RE ze cz a E� . ANC o c- i I .:, 4N a KEMN S. GASKEY N=" 69165 IiFss'E�G` 1j, NAL VtW .EVIEWED FIC R COMPLIANCE. JUL 20 2010 c�2 OLLEG E S i ATI )N IENGINEERIN a w 8 A C A A U Q w SHEET C-25 c w m tp r • LOT4R l ' 0114 AC�jR�EI_ ! / / fB q� il F-1til GRAPHIC SCALE 93 CURB INLET EXISTING CONTOUR J PROPOSED CONTOUR . X FB FILTER BARRIER (SILT FENCE) 1 CURB INLET PROTECTION r� tC� (31P • GRATE INLET PROTECTION a a ° a ° o ° ° ° Q°°°Qao° CE CONSTRUCTION ENTRANCE EB EROSION CONTROL BLANKET (USE IN ALL AREAS WITH 4:1 OR GREATER SLOPE ) ® (RR) ROCK RIP -RAP NOTES 0 �wi :asf. I {4J•' • . � % � �_ '� �": Rs _ �y- � s' ® Wit' i ..,law .... .. l,n.nl fa..w.. •� � �, a ,, ' �. WAS, r �► rr y,-. s■r■. aareca. y•. t' ♦ ` al �� ar /� woau �►■rw. • �i Wiwi •- anxn .■wf.•ec. � �: � a Rs a. • rxsl •►afraa.a, ir. .Rr 1 F ens• ufa.rea,e. � .rr s l �, .. •. a �altr• vR.f.aL•w41a. `� /J '"1 l t Jai b-,TOCKPILE Al REA ' l�0 • . ,vo Rya aiaia¢►. `i ��, 7� '�, \ psi V • •a.acaa.►. t / •a.f asaaf •. //�.�"'� � .1*•k `• urre ,iv { � �� .■ .araa►aa sns ,.l i UTILITY, SPOILS fwv..a.awar - .�/ �' �-•, `�, :;v�►� ✓rxa■�ir, _ /'cw c.W , w f.aa.a.faea.�. ,• xu.fl �a�aa■a.a..a,. "• eur, GIs. __ua :o:-- !�.__. nm- a�aarncaac.`. �j �• I � .c� ux■, rs. �+,. •w..r...,rr. a r �.�"� aa■aea■caacr. �I �Y��IC•© �'�`� '�_ _ � ISJaV��`_ ��;;; .- .� �� ./J/ri _ �. !-..._'_ ,^��`� w^'--•- .■. aa..a-a..•.. � nas, is:.■ �� e-.arwsae�.:�c�=-•- ic• v►_.aca.aa►a. +■a.aca.racaa••. • oa►aca.wa aa. •., ��•� a■acf.a.waa.: o. -ra.a.aQwas.aa �. .sr.a.a.■asaa.�. � -■sara.aaaa■xa. �. -. a.arR:aa■aacar as■.acr..a■saa,:�. vuaa.a.aa.a■a,.f. •awca.a...►aua. we •■a■■a■a.■ ►aarw.a.• � •aor.a • • roa.. ._ aR■■R f aa. rRr►'�. �wsaw • .awa¢aas. :� •rrrarKr.ea.a.fwa.ac. ...a.a■a vaestcaa..a►aGfT. -�awa.fa.wafa �� a■a■a►s,fa.R.a.a.�ia■P. -asa■a■ar-a.a.awa.r.f ,., -rscaa.a.awa.a.,.af$fa. •as.f.vaasa■araaa.► •fr>xa.a.a...sa.a►a -faraca.f.fs..`. .a.a. e.a►a■ •.a.a.. •raga �.a YAK �aaaa. e. fva.faa••� l�afaia.fasrwA \ \ LOT 2k2 /'_- — IL EB ,•..—33.960 ACRES - �. � \ ZONED POD / -a-« ass a+ -a 1 •-- 1 ERO 11N CONTROL SCHEDULE AND SEQUENCING C#P EROSION CONTROL MEASURES f l _ /._.•� \ ��"�i 1. ROUGH GRADING ALL PERIMETER SILT FENCE, ROCK CHECK DAMS & / �- -_ � � \ //� / `, / � ..• CONSTRUCTION ENTRANCEiEXIT SHALL BE _ INSTALLED PRIOR TO THE INITIATION OF ROUGH GRADING. CHANNELS SHALL BE HYDROMULCHED UPON THE COMPLETION OF ROUGH GRADING 2. UTILITY & STORM INTERIOR SILT FENCE SHALL BE INSTALLED AS DIRECTED BY THE CITY OF COLLEGE STATION UPON THE COMPLETION OF STORM SEWER INSTALLATION. INLETS SHALL BE \ ? PROTECTED AND FILLED WITH ROCK TO PREVENT \ SILTATION PER CITY REQUIREMENTS. 3. PAVING INTERIOR SILT FENCE SHALL BE INSTALLED AS DIRECTED BY THE CITY OF COLLEGE STATION. ALL PRIOR EROSION MAINTAINED DURING PAVING AND THROUGHOUT THE \ \ = •_ � �/ n / gr, REMAINDER OF THE PROJECT. INLET FILTERS SHALL BE 'I� id DFOR INSTALLED IMMEDIATELY AFTER PAVEMENT IS COMPLETE. REVIEWED COMPLIANCE 4. FINE GRADING ALL PRIOR EROSION CONTROL MEASURES INSTALLED J U L 20 2010 ABOVE TO BE MAINTAINED DURING FINE GRADING AND THROUGHOUT THE REMAINDER OF THE PROJECT. COLLEGE b l AT I ON 5. FINAL EROSION CONTROL MEASURES TO BE REMOVED AT THE EN �* CONCLUSION OF THE PROJECT AS DIRECTED BY THE CITY OF COLLEGE STATION. 1. EROSION CONTROL DEVICES AS SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF COLLEGE STATION ENGINEERING DEPARTMENT. 3. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF -SITE SEDIMENTATION FROM THE PROJECT OCCURS THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4.OFF-SITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH THE CITY OF COLLEGE STATION EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH GROUND COVER PRIOR TO FINAL APPROVAL OF THE PROJECT. 5. THE CONTRACTOR SHALL STRIP AND STOCKPILE ALL TOPSOIL ONSITE IN THE AREA INDICATED BY THE OWNER PRIOR TO ANY FURTHER CONSTRUCTION. UPON COMPLETION OF FINAL GRADING, THE CONTRACTOR SHALL SPREAD THE TOPSOIL ON THE SITE TO THE GRADES INDICATED ON THE GRADING PLAN. 6. SILT FENCE SHALL REMAIN UNTIL FULL VEGETATIVE COVER IS ESTABLISHED. 7. SILT FENCE SHALL BE INSTALLED ALONG THE R.O.W. AND PROPERTY LINES. AND AS INDICATED IN THIS PLAN. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING PERMANENT VEGETATIVE COVER IN ACCORDANCE WITH PART IV. D. 2. a. (2) OF THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION SITES, DATED JULY 6,1998. 9. ALL CHANNELS AND/OR SWALES SHALL BE HYDROMULCHED. 10. IN ORDER TO COMPLY WITH THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY AND ALL OTHER AGENCIES HAVING JURISDICTION, THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL EROSION OR POLLUTION DEVICES, AS REQUIRED, DURING CONSTRUCTION. 11. FILING OF N.O.I. (PER EPA REQUIREMENTS) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE OWNER. ci. MOO O p, N N w N N v � (D �r W a+ Z O♦^ co 1 cn 2 QD Q • E a cz d 00 A z l cl O k GAF _ •cF. Off ��L_ * t�) KEVIN S. GAS; ss'i s C o a N Pi Pi �2 R as 1 Y z SHEET C-29 CONCRETE 81 PLACED AF DROP INLET PERIL 0 d 50' MIN. _5' MEN. FtAD, �� to Q a Z 0 w 0 w oevcn PLAN `_'L`G� UKUJJ-3r-u 11UIN FABRIC CONSTRUCTION ENTRANCE NOTES: 1. STONE SIZE - 3 TO 51NCHES CRUSHED ROCK. 2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET. 3. THICKNESS - NOT LESS THAN 8 INCHES. 4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS. 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR ANDIOR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY, MUST BE REMOVED IMMEDIATELY. 7. DRAINAGE - ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. 8. CONTRACTOR TO COORDINATE EXACT LOCATION OF THIS DETAIL. CONSTRUCTION ENTRANCE N.T.S. CE CONCRETE BLOCKS 1/2" FILTER STONE _ )" WIRE SCREEN /� 1IT x 1/2" / WIRE SCREEN JW7 fflLmjofr 6T_ DTI} 1 /-1,.FLOW . .:..... ... ... SEEPAGE ROCK BARRIER CAN BE USED ON OR DROP INLET BARE GROUND SECTIONA—A GRATE INLET PROTECTION D ETAI L N.T.S. Or cm) % " I \-/ 1% j 3' (0.9m) 6' (1.8m) 1.6' (0.5m) Q3.3' (1.0m) 0 O 1.15 STAPLES PER SQ. YD. (1.35 STAPLES PER SQ. M) STAPLE PATTERN GUIDE DETAIL 6.67' (2.03 M)WIDE ROLLS COMPACT ALL SOIL SLOPES IN 8" LIFTS TO 957. STD. PROCTOR DENSITY 0 OPTIMAL TO + 47. MOISTURE CONTENT. AFTER SOIL COMPACTION AND/OR APPLICATION OF LIME, FERTILIZER, OR SEED, INSTALL EROSION CONTROL PRODUCTS (ECP's), BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE ECP'S IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF ECP'S EXTENDED BEYOND THE UP --SLOPE PORTION OF THE TRENCH. ANCHOR THE ECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" . PORTION OF ECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE ECP'S. ROLL THE ECP'S (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. ECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL ECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM(TM), STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE 'PATTERN. THE EDGES OF PARALLEL ECP'S MUST BE STAPLED WITH APPROXIMATELY 2" - 5" OVERLAP DEPENDING ON ECP'S TYPE. CONSECUTIVE ECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE TROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS THE ENTIRE ECP'S WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE ECP'S. CONTRACTOR TO USE CURLEX EROSION CONTROL BLANKETS OR APPROVED EQUAL. WIRE MESH 6" x 6" OPENING (MAX.) - 1/2" x 1/2' HARDWARE FABRIC -� 1-1/2" FILTER STONE --t 12 * MIN. OVERLAP 2" GAP BETWEEN TOP OF STONE AND TOP OF OPENING CURB INLET STRUCTURE CURB INLET" PROTECTION NOTES: 1. WITHIN FORTY-EIGHT (48) HOURS OF POURING THE BLOCKOUT AND TOP, PLACE WIRE MESH WITH 12" OPENINGS OVER ALL CURB AND GRATE INLET OPENINGS SO THAT AT LEAST 12" OF WIRE EXTENDS ACROSS THE INLET COVER -GUTTER AND AROUND ALL GRATES AS ILLUSTRATED. 2. PLACE SMALL SAND BAGS AGAINST THE WIRE SO AS TO ANCHOR SAME AGAINST THE GUTTER, GRATE AND INLET COVER. 3. IF THE SEDIMENT FILTER BECOMES CLOGGED WITH DEBRIS SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, REMOVE THE SAND BAGS, CLEAN IT AND REPLACE THE SAND BAGS. 4. MAKE WEEKLY INSPECTIONS OF THESE SEDIMENT FILTERS FOR CONFORMANCE TO THESE CONDITIONS. PARTICULARLY INSPECT ALL INLETS AFTER EACH RAIN. COMPLETELY REMOVE ALL SEDIMENT FILTERS UPON ESTABLISHMENT OF GRASS, FINAL STABILIZATION OF CONSTRUCTION SITE. 5• DO NOT USE A SEDIMENT FILTER TO CONTROL EROSION AROUND GRATE INLETS. SEE DROP INLET PROTECTION DETAIL THIS SHEET. 6. INLET PROTECTION TO BE USED ON CURB OPENING AREAS AS WELL TYPE "A" CURB INLET PROTECTION, N.T.S.. C1 EROSION CONTROL BLANKETDETAIL N.T.S. EB SILT FENCE E <L<(; �< /''' STEEL FENCE POST (MIN. HEIGHT `�L`<LL`LLL _/ MAX. V SPACING. MIN. 24"ABOVE C4'LLLLLLLCL`L LLL / EMBEDMENT= l' EXIST. GROUND) sL .I 4,j L`L LLLLL`L LL`LLLLCWIRE MESH COMPACTED EARTH LKING SUPPORT `L`4,/ 44,1 L`LL LLLLL`L` 4x4�W1.4xW1.4 MINIMUM OR ROCK BACKFILL & L4` ' .1 4 L Q,L ALLOWABLE, TYP. CHAIN LL LC(LLL LLL�L� LINK FENCE FABRIC IS LLLLt;L LLL ACCEPTABLE a ��;'=�� .�.� % 6MIN. // :FRENCH FABRIC TOE -IN 6" t+AiN• SILT FENCE GENERAL NOTES: 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED 1N WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWN SLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 61NCHES WIDE TO ALLOW FOR THE 3. SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN IS ATTACHED TO THE STEEL FENCE POST. THERE SHALL BE A 3 FOOT 4. OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH 10 RAINFALL REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 5. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 6. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER 7. AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. CONSTRUCTION OF A FILTER BARRIER N.T.S. FB 87 d M t--(1 Wczu, o = CD c cli O •�� a `E= cc � o 5 z 00 N A. ?+ U Je oay GAF E_OFu>�11,! V1%f1m �i KEVIN S. GASI 691615, ;o.1_m ICEN5 a �-lv-fp W A a 0 x 0 U z 0 0 x w C 0 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 GRADE AND THE BASE AT 8'-0" MAX. 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. KNOCKOUTS OR PIPE OPENINGS OR CAN BE PROVIDED IN THE SiZE AND LOCATIONS REQUIRED. 1 J V-6"xV-6" GRATE) HS-20 WHEEL LOADING CENTER SECTION APPROXIMATE CENTER SECTION WEIGHTS 2'-0" INSIDE 1300 LBS. 2'-6" INSIDE 1600 LBS. 3'-0" INSIDE 1900 LBS. 3'-6" INSIDE 2200 LBS. 4'-0" INSIDE 2500 LBS. b 6 APPROXIMATE BOTTOM WEIGHT 6° 2'-0' INSIDE 1700 LBS. 6 MINIMUM EXCAVATION BOTTOM 4'-6"x4'-6" SECTION PIPE OPENING SIZE AND I LOCATION AS REQUIRED N MAXIMUM OPENING WIDTH IS 18" WITH 6" MAXIMUM WIDTH IN ADJACENT WALL. G11515 V-6"x1'-6" GRATE INLET 01t' castle Precast FILE NAME: 1515GI.dwg 1900 Rilling Road San Antonio, TX 78214 ISSUE DATE: March, 2005 Phone: (210) 923-4523 Fax: (210) 921-0473 www.oldcastlaanantonio.com co"re►rt Boas 0,,.,...,,.., an w¢na Rsservea 1.5'X1.5' GRATE INLET DETAIL. N.T.S. 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 ACt STANDARDS STANDARD STRUCTURAL DESIGN IS BASED ON AASHTO HS 20 WHEEL LOADING WATER TABLE 1S AT 3'-0" BELOW GRADE FOR STANDARD STRUCTURAL DESIGN THE STANDARD DESIGN iS BASED ON THE TOP AT GRADE AND THE BASE AT 8'-0" MAX. 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. KNOCKOUTS OR PIPE OPENINGS OR CAN BE PROVIDED IN THE SIZE AND LOCATIONS REQUIRED. GRATE OPEN AREA 2.23 SQ.FT. 2'x2' GRATE HS-20 WHEEL LOADING 3\0 CENTER SECTION E BOTTOM SECTION GI22 01dC*"e Precast FILE NAME: 22GLdwg 1900 Rilling Road San Antonio, TX 78214 ISSUE DATE: March, 2005 Phone: (210) 923-4523 Fax: (210) 921-0473 www.oldcasgmnantonlocom APPROXIMATE CENTER SECTION WEIGHTS 2'-0" INSIDE 1600 LBS. 2'-6" INSIDE 1900 LBS. 3'-0" INSIDE 2300 LBS. 3'-6" INSIDE 2700 LBS. 4'-0" INSIDE 3100 LBS. APPROXIMATE -TTOM SECTION WEIGHTS- -6" INSIDE 2600 LBS. MINIMUM EXCAVATION 5'-0"x5'-O" 25" INA. x 3" DEEP THINWALL KNOCKOUT TYPICAL ALL WALLS 2'-0"x2'-0" GRATE INLET 2'X2' GRATE INLET DETAIL N.T.S. working Point tat Cross Pipe Length CROSS PIPE LENGTHS, REWIRED PIPE SIZES, Qr RIPRAP OUANTITIES%v Intersection of nominol I.D.) 2• 02 (See Table) Qt (See Table) 2' B Tap of Rtprop Nominal Culvert Cone Rlprap (Cy) Pipe Culvert Single Barret Multi- Barrel Q2 Conditions for use of Cross Pipe Trimmed Edge Cross Pipe Cross Ptpe Flow Line I.D. $ Spa - G - Q1 - Q1 Cross Pipes Size of Pipe 4 6 Q , , over Inside over Outside , ■ 12' 0.6 9' N/A 2'- 1" 1'- 9^ , I 6» Dia Barret Barrel ; � � , '; 15' 0.7 It" N/A 2 5" 2 2 z ,, v -' �'*i`, Through ' ' Hole (Typ) t 1$' 0.8 ._ 1 2 N/A 2'-10 " ._ 2 8 3 or more Pipe Culverts 3' Std t3.500` O. D. ) 21' 1 0.9 1'- 4' N/A 31- 2" 31- 1' NOTEI All Cross Pipes, calculations, and C. M' P. I L a 24' 0.9 t' - 7' N/A 3' - 6" 3' - 7- dimensions ore based on the pipe culverts mitered 06 Shown in this detail. Alternate PIPE W/ BOLTED ANCHOR End of Invert I1 for Concrete • c �, , 27' 1.0 t'- 8• N/A 3'-10" 3'-11' 3 or more Pipe Culverts 3 t/Z" Std styles of mitered ends will require that ' Pt pe Culvert Toevtall 30- 1.1 1'-10• N/A 4'- 2" A'- 4' 2 or more Pipe Culverts (4.000" O.D.) appropriate adjustments be made to the , 3. ltln 12 1/� 12^ 33- 1.2 I'-I1' A'- 2" 4'- 5" A'- 8' All Pt Culverts values presented on this standard. 34 ..,�r1 Overtop 36» 1.3 2'- 1' 4'- 5" 4`- 9" 5'- 1- 4' Std SIDE ELEVATION OF TYPICAL a6 Anchor acr Typ x 1 -4" (Typ) lip rr w/ C.W.P. 42• 1.5 2'- 4 4 -11 » 5'- 5 ,_ 5 10- All Pips Culverts (4.500" Q.D.) PIPE CULVERT MITER 48" 1.7 2'- T" 5'- 5" 6'- 0- 6'- 7- rp Typ Typ w �� DETAIL A 54' 2.0 3'- 0' 5'-11" 6'- 9" 7'- 6' 5' Std (Showing Corrugated Metal Pipe Culvert.) W. 2.2 3'- 30 6'- 5" 71- 4" 8'- 3- All Pipe Culverts (5.563" O.D.) (Details of Concrete Pipe Culvert are similar.) '" - - ' - ' - - - - ' - - -' " - (Showing Invert with Corrugoted Metal Pipe 66' 2.4 3'- 3' 6'-I1" 7'-10" 8'- 9^ Culvert. Concrete Pipe Culvert details are similar. Cross Pipes not shown for clarity.) 72' 2.7 3`- 4' T'- 5" 8'- 5" 9'- 4" 6 4 o Q Bend first Cross Pipe Anchor Bore ce necessary 1 to maintain 2" clear 1 O The proper installation of the first Cross Pipe is critical for vehicle safety. The top of the first Cross Pipe must Boa„ cover to Toewall edge V RI ,c �0 be placed at no more than 6" cbove the flow Ilne. of concrete Riprap 0 Size of Cross Pipes, except the first bottom pipe, shalt be oe shown to the PIPE SIZE table. The first bottom ' c PIPE MS/ ANCHOR BARS pipe shot I be 3 %" Standard Pipe (4. O.D.). ' 3 0 The third Cross Pipe from the bottom of the Culvert moll a connection. C e shall t Cross Riproplted beways takeneto ensuredthatng concrete does notffllow Into co �'`..'. Pipe Flow Line the Cross Pipe so as to permit disassembly of the bolted � Typ tf Connection to allow cieonou+ access. At the Contractor's ISfir ' 1 \:! - r �/' 3- SECTION B-B option, all other Cross Pipes may also be installed using N q , i t • ' N ►- the bo I ted Connection deta i 1 s. Match Cross Slope as shown elsewhere in the plans. Cross (Crass Pipes not shown for clarity.) Slope of fist or flatter Is required for vehicle safety. e>r fi RTproR /' ' v6 Anchor Bar O Rtprop placed beyond the limits shown will be pold as ape x 1'-4" (Typ) Concrete Rtprop in occordance with Item 432, "Riprop". I`* SECTION C-C Q Uuorltities shown ere for one end of one reinforced Concrete fi a �� Pipe Culvert. For muitiple pipe culverts or for Corrugated * Cross Pips 2" Metal Pipe Culverts, quantities will need to be adjusted. = (TYp) Flow CROSS PIPE DETAILS Crass Pope {flush s6 horReiBar--, Min Riprop quantities are for Contractor's. tnformotlon only. cc- Line wi+h top of RtprapJ Anchor Bar Clear Toewoll _ _ _ GENERAL NOTES:' fig- Limits of Rlprap 1'-6" (T ) �1 - Cross Pipes are designed fora trdverstn g Ito be included � _ 0 . oh with S. E. T. for Tangent to ` ¢� l ocd of 10,000 pounds at yield as recommended by rpayment) widest portion ► Research Report 280-2F, "Safety Treatment of 5 +n N of Roadside Parallel-Drainege Structures*, Texasgss ISOMETRIC •VIEW OF of Pipe Culvert w Transportation institute, March 19$1.- TYPICAL INSTALLATION Rlprap Pipe Culvert Safety End Treatments shown herein ore intended ' Pipe Culvert (C.M.P. or Riprop for use in those Instal lotion where out of control l� m Q (C.M.P. or Concrete) vehicles are likely to traverse the openings Concrete) apRTprap and ellll necessuary lar inverto ts shall bbTpes. Limits of Riprop (to be included with S.E.T. for payment) 5 SHOWING TYPICAL PIPE SHOWING CROSS PIPE of Itete Rlprap conforming to the requirements CULVERT & RIPRAP WITH ANCHOR BAR ofPCtym�ent3for-riprop one toewcI I to InoIudett In Cross Pipes 2 2'-0' 6" the Prie:e Bid for each Safety End Treatment. Max - Eq Spa at 2170' Max Cross Pipes shall conform to the requirements 4° Min Q1 of ASTM A53 (Type E or S, Grode 8), ASTM A500 6' MTn Q2 or Q1 (Grade B) 60 $ Cross Pipe (flush , or API 5LX52. �.1 with top of Riprop) 2• Min Botts and nuts shall conform to ASTM A307. f )"4" x 12" Bolt All steel COmpanenta, except concrete Trimmed Edge of Pipe Culvert , I w/ Hex Nut & washer reinforcing, shall be golvenized after fabrication. GotvaniztnC daf+oged ouring --------- Cross Pt pe , C Cross Pipe (flush transport or construction shalt be repaired working , Anchor Bolt-.! with tap of Riprop) �--E 3 l2- Dta in accordance with the spectflections. Point a I • $ } ; r i Cross Pipe&D --- -, - - _... - ------ --- o_ -, tom ° j "'A Top o ' Texas Dl�plorlmev or Trawaiation to 0 'rose 3 P t pe I % 8,'ld� &0sion u �'- 3 - Anchor Center Anchor 1 a'i TOA1^a" Pipe Culverts SAFETY E2rEDND TREATMENT Pipe Pipe Culvert ` ---------------------------- - ----- - r . or PIPE CULVERTS � Concretorete( 8" 4" �. Lime �� Pipe Culvert I.D. Pope Culvert TYPE I I "- PARALLEL DRAINAGE t2• - A (Nominal) Spa - G See DETAIL •A" SHOWING CROSS PIPE SETP"PD SIDE ELEVATION OF CAST -IN -PLACE CONCRETE WITH BOLTED ANCHOR F,«, se+ppdse.d�t as I:aF CATJRA c., GAF (Showing Concrete Pipe Culvert.) SECTION A -A Q17DOT Febnary 2t?10 a,stacr scor,ut ■ta rnwatr sxrtr (Details at Corrugated Metal Pipe Culvert ore similar.) sfvucan Cann lcomr40 SiCI I Jaa I e1C,9a.Y N.T.S. Center. Section Weight - See Table Center Section Ht. Weight 1 5 bS. 1575 Lbs. 10 bs. 2625 Lbs. 3150 Lbs. Bottom Section Weight - 4,025 Lbs. 3'x3' H-20•WHEEL LOADING Im CO 32" DIA. x 3" DEEP THINWALL KNOCKOUT TYP. ALL WALLS Cr•,' ISM SPECIFICATIONS: 1. Concrete: Concrete Has a Design Strength of 4500 PSI. Min. at 28 Days. 2. Steel Reinforcement: ASTM A-615 Grade 60 3. Loading: Designed for H-20 Loading. NOTES:GENERAL 4. Grate: N-20 Loading, Galvanized Steel 1. Minimum Excavation 6'-0" x 6'-0" Open Area = 8.50 sgJt. 0 Cldeas#le Precast G133 3'-0" x 3•-0" FlLE NAME =.DwG Grate Inlet 1900 R81tmg Rood, San Antonio, Texas 78214 AWE DATE: Jllt_Y.2007 ' Phone: 210.923.4523 Fax: 2t0.921.0473 www.oldcastlepreaast.com Copyrigh9:i of G Pncea.k 3'X3' GRATE INLET DETAIL N.T.S. Ls. Q V �� ' 0 c c� o0 2 � N T n .,(D v o y 4rh CD 0< .y E V a, v d coo A . z viz • to aQa+ or 0. L'�G OF i,TA1�11. AN S. CASK 69165 (/C St, S`6NAL TIOP o S ' z SHEET C-31. 20 LF OF 18" SOLID WHITE STOP LINE ® PROPOSED TYPE RI-1 SIGN ---''� PANEL (36"X36") AND SIGN POST WITH BREAKAWAY BASE PER TxDOT STANDARD DETAIL. TAPER TO 0 IN CURB LAST 10 FT. 42 LF OF TYPE 11 CURB AND GUTTER 140 LF OF TYPE II CURB AND GUTTER PROPOSED TYPE R64 R SIGN PANEL (54"X18") AND SIGN POST WITH BREAKAWAY BASE PER TxDOT STANDARD DETAIL DECELERATION LANE PAVING RETAINING WALL ' — 303- .304— -- —`c WATCH, EXISTING GRADE AT CONNEGTtON TO EXISTING HARVEY MITCHELL ``.PAVEMENT SAWCUT EXISTING PAVEMENT -- TO CONSTRUCT "PORK CHOP" NORTH CONNECTOR ` fOR-RIGHT-IN/RIGHT-OUT. (UNDER CONSTRUCTION) 17+00 r -�-'+ DECELERATION LANE GRADING .PER TXDOT DETAIL PM(6)-Ol . . DIMENSIONS PER TxDOT DETAII PM (4) -10. / /�' loe 00� �-- 232 LF $" SOLID WHITE STRIPE WITH TYII-C-R RPM'S 15+00 l000 �� ♦/ �/ / ♦ J 00, c 01 / r EXTEND i24"-RCP 14_LF .MATCH- — -- — — - — -- — — / / EXISTING PIPE SLOPE OF 0.30°!_Q _ _ r _ — — — ` G`ONSTRUCT 4:1 SE_ T PER TxDOT --1�'7-A-k-tT1AT1Kf1rTAIf R['.TTr'1 /'nRVl61L'•.T Ai f / 15+00 LEGEND CONCRETE PAVEMENT. REFER TO DETAIL THIS SHEET. 4" THICK REINFORCED CONCRETE SAWCUT AND REMOVE CONNECT TO EXISTING PAVEMENT EDGE '-- CONNECT TO EXISTING PAVEMENT MARKINGS _ NOTES: 1. TxDOT STATIONS SHOWN FOR HARVEY MITCHELL NORTH CONNECTOR ARE APPROXIMATE OF GEOGRID, CT-FLEXBASE, PRIME & HMAC I ----LIMIT OF CRCP 4.0' SHOULDER 6.0' PAVEMENT DOWEL INTO EXISTING PAVEMENT PER DETAIL THIS SHEET :_,__2% t . L •' ` ` �. {" •. .. •; i; t t .. ;� Y is EXISTING PAVEMENT 2.00' 9" CRCP 1-1/2" HMAC TYPE D PRIME 6-1/2" CEMENT TREAT FLEX BASE (PLANT MIX) GEOGRID (CL A) -3C2- - CONCRETE PAVEMENT SECTION SCALE:1:2 (PER TxDOT PROJECT NO. STP2008(683)R65 PLANS BY BRINCKERHOFF AMERICAS INC. DATED 05/0912008. 20 NO.5 DOWEL BAR VERTICAL SAW CUT 3/8- (MIN.) POURED RUBBER JOINT SEALING COMPOUND TOP 1/8' NO SEALING COMPOUND d - " a • T/4 • d od . 4 . 04 ~ PROPOSE13- ' -°: < , ' ..EXISTING a° a PAVEMENT a e. PAVEMBNT • °`• a .. tl a T--PAVEMENT THICKNESS L #5 DOWEL COATED WITH EPDXY RESIN DOWEL INTO EXIST. PVMT AT 12" O.C. NOTES:1. DOWEL BARS SHALL BE DRILLED INTO EXISTING PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. DRILLING BY HAND IS NOT ACCEPTABLE LONGITUDINAL BUTT JOINT DETAIL SCALE: NONE 04 rw•w� M oNo O M mo�V♦♦w n N N N r h ♦ vai CD i co co O .> ...."• cz o � o A�w Ql � � X KEVIN S. GASI i9�1�`��/OEtOa o _j1- C-32 \, J / 4� / IF ow 000 If 2,95 .Loy° i- -299 298,- \ 2967 < <<- PROPOSED LANDSCAPE WALL REFER- GRADING - - / \ `' •2y,- \ 1 \� 297 _ - �` 297 298 ' 299 - 2�5 298 / 299 - 301- 300, / - 302 - \ r f 301 ' 303 307 ?9 PROPOSED DRAINAGE SWALE / PROPOSED DRAINAGE SWALE 1 ! / ! Q Qr 99 \\\ ! / / TL- -- PROPOSED LANDSCAPE WALL- - REFER TO GRADING PLAN'tj90(p Ft- 30 Al/ /- -. - - __. - `, � 3p2 �i � ~...__. ____� _---__ -�•'�� (fit-- _ �.... _-^--- -- - __'' , 300�302_ - 30 4 - -- 304 _ - _ _ _ - _ -_ �- ___ _ --�-r - -304 - -- - - - - - -' J -- - - - 305- - � 0 \ r 306 PROPOSED DRAINAGE SWALE HARVEY MITCHELL -• � 308 -' / - HARVEY MITCHELL - NORTH CONNECTOR (UNDER CONSTRUCTION) f NORTH CONNECTOR Q �5C3/ � • -- " - (UNDER CONSTRUCTION) � �- - _ , W r nf f i r ' Fol a Tam 301 302 03 PAC— \ \ 304 \ � \` ;• � ! _ 299 304 C77�. '\ `' `�O,i 3p? 3pl � 29 ,mom �' � \ \. / .- '"- .._..._ ._-- �- - - r r - ._ .._ ._... __ ...._ � - - _. __ '� - •- _ _. - r" "^ �.. _ ._- -_ _ _ ... ----- � �_ _ ...- -- -_ " - - _, r .- -•- � � .-- . �_ ...,.r_ •- -- Al, 303 302 co, 300- CONTRACTOR TO COORDINATE WITH TxDOT CONTRACTOR AND TxDOT PRIOR TO REMOVING ANY EXCESS CUT MATERIAL FROM TOOT ROW. TxDOT CONTACT: RYAN JACKSON - (979) 778-6233 CONTRACTOR CONTACT: DANNY BNIWAL - (979) 361-2904 REVIEWED FOR COMPLIANCE JUL 2 0 2010 ' COLLEGE STATION ENGINEERING a• M 00 M dd w N N CD CZ . C.> TQ i c co 2 <DQ o E � C A s s �z � o a �AF•� KDAN S. CASK 69165 �V 9NAL Vt a c7 z 0 a O o p J� z ei SHEET C-33 7 r � d NOTE= MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. SECTIONA -A STANDARD TEE -5" M VARIES NOTES: I. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: SHALL BE USED AT EACH MANHOLE IN NEW LOCATIO COMPACTION REQUIREMENT OR EXISTING RIGHT-OF-WAY. PAVEMENT - - - - - - - - 98 X STANDARD PROCTOR - ASTM D 698 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS LANDSCAPE AREA - - - - 90 X STANDARD PROCTOR - ASTM D 698 AND CHIMNEY OR CORBEL/CONE SECTION. 5. NO RINGS ARE REQUIRED OUTSIDE OF 3. MANHOLE BASE THICKNESS AND FOUNDATION STREET RIGHT-OF-WAY AS FOLLOWS: 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED MANHOLE DEPTH (FT.) BASE THICKNESS FLOW, THE CONE SHALL EXTEND 1FOOT ABOVE 0 -12 - - - - - - - - - - • 8 „ THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, 12 AND OVER - - - - - - - - - 12" VENTED WHERE REQUIRED. 7 WARNING SIGN ONLY TO BE PLACED WHERE MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT 1181n. <301n. 6 FT 2361n. • SEWER CROSSES OPEN FIELDS. SEWER SIGN J MANHOLE SIGN= (SEE DETAIL S3-05) EE NOTE 7. 61 6'-0" STD. DUCTILE IRON MANHOLE CO 3' MIN. AND FRAME (30" DIA. OPENING) OR EQUAL 12" MAX. SEE NOTE 1 SEE NOTE 1. .. 2 ,-0„ 2'-641 ' PRECAST REINFORCED 6" CLASS "A" CONC. CONC. MANHOLE SECT. ' VARIES 3000 PSI IN 28 DAYS ASTM DES. C-478 VARIES 8' GREEN, HEAVY DUTY..' (SEE TABLE) :: ? BACK FILL AROUND MH HALL WING CHANNEL POST VARIES ;::; .� ='x .:.:c% `.:.. BE AS PER NOTE 4. VARIES PLUG 5" MIN. (SEE TABLE) RUBBER -GASKET JOINTS W/ MORTAR SEALANT „ INSIDE AT ALL JOINTS " INVERT - 3/4 DIAMETER OF PIPE PLUG UP TO 24" 24" AND LARGER 6 MIN. " STANDARD TEE •- •. , vs 2'-0" "'` SHALL BE FULL DEPTH INVERTS. VARIES .•.•.' BASE assm A V " 3„ A WATERSTOP-PIPECONX •4 BARS, 8" O.C.E.W. •4 BARS BENT Q 90• AND MANHOLE ADAPTER SEAL, 900 BEND " VARIEs 900 BEND OR APPROVED EQUAL. NOTE: DEPTHS GREATER THAN 12' WATERSTOP-PIPECONX TIED TO WALL AND BASE. 6" MIN. (2 REQ'D) MANHOLE ADAPTER SEAL, •4 BARS, 8" O.C.E.W. :•;.. :• „•r. ... .:;.. WILL REQUIRE 2 MATS OF OR APPROVED EQUAL. SEE BARE , . REINFORCING STEEL IN THE (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' NOTE FOUJNDATIOWILL REQUIRE 2 BASE. REINFORCING STEEL TIN THE BASE. •4 BARS, 8" O.C.E.W. -- DEPTHS MANHOLEOADAPTEROSEAL, CASTINPLACEMANHOLE PRDCASTAMAWOLE GREATER THAN 12 FEET WILL REQUIRE OR APPROVED EQUAL. 2 MATS OF REINFORCING STEEL IN THE (2 REQ'D) BASE STANDARD DROP MANHOLE STANDARD MANHOLE NOTE, CAP CLEAN -OUT AT BLIND RESTRAINED JOINT FOR FORCE MAINS. AF� GE ON ,S 1-O 1 S 1-02 PVC TEE NOTES: PVC PLUG WITH HALF MOON 1. V DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF CAST -IN -PLACE MH PI 04R• REMOVE INVERT AS REQUIRED EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. SEE DETAIL (STD) FOR :-•. CUT OUT OF Cf - TO FORMA „ DAM HALF THE PPE DIA. AND NEW INVERT FOR NEW AFTER STARTER HOLES HAVE BEEN INSTALLED AND APPROVED CONSTRUCTION OF MH "` PERIPHERAL LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING i THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. "STARTER" HOLES HAVE SMOOTH TRANSITION CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. (SEE NOTE 1.) INTO EXITING INVERT. REWORK EXISTING INVERT AS REQUIRED. ,' PVC PPE ONE SIZE 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF SEE PLAN OR PROFILE FOR PPE SMALLER THAN OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. SIZE, TYPE AND NV ELEV PPE INLET 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 1-3/4" STAINLESS 1 OPENING CREATION DETAIL NON-gHRINK MANUFACTURERS REQUIREMENTS. GROUT STEEL BARDS A GROUT 4. CONCRETE SHALL BE 3,000 P.S.I. (TYP) 5/8" STAINLESS STEEL 45• ELBOW CONCRETE 1'-0' PLANS CFLAEDHESRVEEORMED BOLTS W/ EXPANSION (TURN W/FLOW BLOCK �� W PLASTIC ADHESIVE APPROVED �� V' � ANCHORS & GROUT IN PLACE) •3 RE EAR (1411 CI AND 2„ 1-0 NRN-,FRINK EPDXYED INTO MANHOLE EQUAL. NOTE 3J CCLL GROUT WALL 3". (SEE NOTE 2.) WATERSTOP - PIPECONX (TYPRS NEW INVERT MANSET ELEVATION EQUAL TO pIPE 0.� SEALH OR APPROVED PE TOP OF LARGEST PPE IN SEE PLAN OR PROFLE FOR PPE PLUS 113'� EQUAL. (2 REQ'D) PLUS 1 'I SIZE, TYPE AND NV ELEV j.. ?v ... 1 CONNECTION DETAIL SECTION VIEW WATERSTOP-PIPEcoNx MANHOLE ADAPTER SEAL, .:..::....:..:........... %11 MANHOLE CONNECTION _DETAIL B.1 OR APPROVED EQUAL. CHANNEL FORMED IN CONIC. BASE B _ (2 REQ'D) INSIDE DROP MANHOLE STANDARD MANHOLE TIE-IN 1 CONNECTION DETAIL SECTION VIEW S 1-03 NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. & ALL SERVICE CONNECTIONS WITHIN THE R-O-W SHALL BE ASTM D3034 SDR26 WITH GASKETS. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE $a INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION. SIDEWALK 71 I 3.5' MAX. (SEE NOTE 1.) 1 2' PVC J (SEE NOTE 3) STD. 450 PVC BEND O.0 1 CONC.CURB & GUTTER WATER LINE fMIN. 4' BURY) 2' DESIRABLE 4" PVC EXTENSION W/PVC CAP (SEE NOTE 3) PVC WYE WITH-\ PVC CAP (SEE NOTE 3) NEAREST BELL JOINT (TYP. 2.0' r EA. END) f•• w a WE z ' 3 CARRIER PPE J CASING SPACER I J 1-PC. PULL -ON WATER TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS SEAL W/ STN.STL. TO MAINTAIN 1" MAX CLR. PLAN DAMPS "APS" OR „ „ MAX (TYPICAL) SEE NOTE 5 NOTE: CASING SPACERS BAND CLAMP STEEL CASING 4-RUNNER MIN. (THRU 24' DIA AT SPRINGLINE 8" WIDE BAND STAINLESS SIDEWALK CASING) OR 6-RUNNER MIN. STEEL (TYPE 304) (24"-42" DIA CASING) STAINLESS PROVIDE 4 STL. TYPE304s 8" WIDE BAND W/ POLYMER RUNNERS: CENTERED RUNNERS AT NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND 77 717I {/ OR NON-CENTEREN CLEAR BELL, BOTTOMMIN 3.5' MAX. OR AS DESIGNED RESTRAINED FROM FLOTATION: POLYMER RUNNER (TYP) INSULATED. ADS' INC.. MOD ss16" (SEE NOTE 1.) OR "CASCADE" CASING DETAIL 53-01 PVC (SEE NOTE 3) 3 16 2'-0" MIN. MACHINE BORING 21-0" MIN. (TUNNELING) OPEN CUT OPEN CUT 2 0 LIMIT LIMIT WIDTH OF PAVEMENT TEE WYE SERVICE FITTING L ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/ BEND) STD. PVC COUPLING W/GASKETS Q1.OY. MIN. SEWER LINE 3'-0" MIN. \I-- SIDEWALK MAY BE OPEN CUT OR BORED PROFILE STEEL REIN ENGINECTED EER STEEL CASING SEWER SERVICE LINE CROSSING AS REQUIRED CARRIER PIPE NOTE: Cr 9_00 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING ►70 SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. NOTES: 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 1. FURNISH AS SHOWN ON PLANS TYPICAL ' URBAN V�T CITY AND/OR AT EACH MANHOLE WHERE BLACK SEWER LINE CROSSES OPEN FIELDS TEXT -�� WARNING 2• SIGNS TO BE CONSTRUCTED STREET CROSSING /-(L Creek E SEWER LINE W/ CASING TYPICAL CONCRETE CAPPING DETAIL S3-64 10" UNDERGROUND SEWER CONTACT THE CITY BEFORE EXCAVATING YELLOW BACKGROUN 14" 'MANHOLE' 7" NO. � N WHITE BACKGROUND. FROM 20 GA. STEEL BAKED ON ENAMEL FINISH. FURNISH ONE ONE SIGN AND ONE POST FOR EACH MANHOLE INSTALLED ACROSS OPEN FIELD AND AT OTHER LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH INSTALLED (OMITTING MANHOLE NUMBER ON MANHOLE SIGN) (NOT A SEPARATE PAY ITEM) -2" BLACK PRESSURE SENSITIVE NUMBERS TO BE ADDED AFTER BASIC SIGN HAS BEEN PAINTED. SEWER WARNING AND MANHOLE IDENTIFICATION SIGN S3-05 MACHINE BORING (TUNNELING) SHOULDER SHOULDER VARIES VARIES 5'-0" WIDTH OF PAVEMENT 51-0" MIN. MIN. 3'-0" BELOW DITCH FLOW LINE. NOTE: STEEL CASING -'CARRIER PIPE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RURAL STREET CROSSING 4" PVC EXTENSION NOTE: W/PVC CAP (SEE NOTE 3) 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" PVC WYE WITH BELOW PROPOSED BACK OF PVC CAP CURB MIN. SLAB ELEV. MUST (SEE NOTE 3) BE SST TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL 'IT" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 4. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. (TYPICAL) SEE NOTE 4 PLAN R-O-W OR EDGE OF VARIES 3.5' MAX. (SEE NOTE 1.) PVC (SEE NOTE 3) (MIN.1X SLOPE) STD.45• BEND STD.45• BEND GENERAL NOTES: 2.0' METER BOX OR STANDARD CLEAN -OUT BOOT ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED w AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE o z GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE ( o._j SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL Z Io STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. 6" CLEAN OUT STACK ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER DIP OR PVC FOR EAItTH,SEE BEDDING EVERY RAIN. AND TRENCH DETAIL ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL ASEMENT�\� 2" CUSHION REQUIRED CEMENT STABL.QED FOR ROCK, CONCRETE EXTEND 5' BEYOND THE CURB LINESTRUCTURAL BACKFILL SHALL BE CEMENT STABI.LIZED (OPTION SAND AS SHOWN. NO.2 IN S2-02)OR EXCAVATED SOL COMPACTED B/C -� NOT LESS THAN 3" TO 98Z MAXIMUM DRY DENSITY AS PER ASTM D698 I 4e BEND SEE NOTE 4 TEE WYE SERVICE FITTING (SEWER WYE AND 1/8° BEND) DEEP CONNECTIONPROFILE R-O-W OR EDGE OF EASE le VARIES 3.5' MAX. (SEE NOTE 1.) PVC (SEE NOTE 3) (MIN.1X SLOPE) 7 SEE NOTE TEE WYE SERVICE FITTING (SEWER TEE) STANDARD CONNECTIONPROFILE SANITARY SEWER SERVICE CONNECTION 2-00 NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 3/4". 3. CONTRACTOR HALL CONSTRUCT CONCRETE PIER TO A MINIMUM DEPTH OF W OR TO A DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. 6. ALL HARDWARE TO BE STAINLESS STEEL. PLAN DUCTILE IRON PPE -�, WRAP WITH ONE LAYER OF TAR PAPER TO PREVENT BONDING d d PIER DIA.AS SHOWN d ON PLANS a WECTIONA A #4 BAR HOOPS, 12" O.C. WITHIN OPTIMUM TO +0 WET OF OPTIMUM �QIl-/v� (OPTION NO. 1IN S2-02) rC": 5' PAVEMENT AREAS •• : ' •.: ' •.: ' •SICIEWALK' STANDARD CLEAN 5' OUT FOR MAIN LINE STRUCTURAL BACKFILL AREA S2-01 S2-03 AO SELECT NATIVE MATERIAL ORIGINAL GROUND IN MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 9OX OF MAXIMUM DENSITY AS DETERMINED BY O SELECT MATERIAL ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ` " ..•; OPTIMUM TO +4Y. OF OPTIMUM UNDER NON-STRUCTURAL �- (�A SELECT MATERIAL AREAS Go ... YARDS, PASTURES, EASEMENTS) AND TO A 6"-12" ©CEMENT STABILIZED SAND MINIMUM OF 98Y. OF MAXIMUM DENSITY AS DETERMINED ® (MANUALLY 6" -12" BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE t Y } O :^> B (MANUALLY OPTIMUM TO +4Y. OF OPTIMUM UNDER NEW STREET AND AT OPTIMUM ' S• . CONSOLIDATE PAVEMENT AREAS. `' `'' ;: "' AT OPTIMUM :: MOISTURE) .. :c: ;. 4„ :;'.'"?r. MOISTURE) ® GRANULAR MATERIAL 4" MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC PO p UNDISTURBED SOIL PPE MATERIAL AND WHICH, WHEN TESTED BY STANDARD UNDISTURBED SOL LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: O.D. MAXIMUM LIQUID LIMIT 45 6" MIN./12" MAX. PLACE METAL DETECTOR TAPE AT A MINIMUM OF 24" 6" MIN./12" MAX. MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO.200 SIEVEEVE 35 ABOVE TOP OF PIPE THE MATERIALMINIMUM S HALL BE FREE NT PASSING 4FLOIWI G AND WHEN WET, SHALL OPTIONNO100 . 1 OP7IONNO.2 NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. © CEMENT STABILIZED SAND 3" CLEARANCE MININMUM PIER DIAMETER VERTICAL STEEL #5 BARS 16" 8 24" 12 26" 14 30-' 16 42" 24 4" WIDE X 3/8" THICK STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REQ'D. PER PIER) V x 18" GALVANIZED STEEL ANCHOR BOLT SECURED TO VERTICAL REINFORCING STEEL W� AT :' A c2 o. o x rW- � w VERTICAL STEEL AS PER TABLE w Z W 8o_ #4 BAR HOOPS,12" O.C. v • •'•• • •' 2 o C POUR CONC. AGAINST N • • . • UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER BEDDING AND TRENCH FOR DI PIPE &PVC PIPE NOTES: 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS, SEE DETAILS FOR OPEN CUT STREETS 2. ALL BEDDING & INSTALLATION OF PVC PPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO MNSVAWWA C150/A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF . EACH WORKING DAY. 6. SEE "OPEN CUT DETAILS" ST4-00, ST4-01, & ST4-02. S2-02 2" [51mm] LETTERING 1" HANDLING HOLE [ [25mm] DIA 3-1/4" DIA LETTERING STYLE: 1" [25mm] DIA 845mm7 BOOKMAN OLD STYLE AVDLING HOLE 2" C51mm7 LETTERING ��?�Sm'I E�E� BOOKMAN OLD STYLE 1/4" [6mm7 DIA 40r/xn] NEOPRENE GASKET 4-1, i3 2) PICKBAR p o (2) PICKBARS7//16" [114r i 2„ A 2„ [11mm r 3 5 ® C51MM3 [51MM7 yy-9/16'J [762mlm3 I �[8mtm] [65mm] 33-15/16" ?IA -+ CITY OF BRYA C86//2mm 4L?1035mm]A FRAME SECTION 2" [51mm] LETTERING •" `" 2" [51mm7 LETTERING LETTERING STYLE: PLAN VIEW LETTERING STYLE: BOOKMAN OLD STYLE BOOKMAN OLD STYLE MACHINED SURFACE 32" DIAn e 16mm338 mm] P7/8" C62mm] 2 7 „ R p [22mm] 11-s [73/mm] CR44 m3 H R.. ROD LG COVER SECTION PICKBAR DETAIL BOTTOM VIEW STANDARD MANHOLE oFcovER RING AND COVER DUCTILEMON V-1432-3 S4-01 I 0-3/4" 13/16" 3-13/16" 965mm C781mm]DIA 3/4 [20mm] „ ��pqq,_��,, '/E: tpVC I CBmm] t18 OF GROOVE [20mm] 7 �V2" Ci�19mm] �I NE PR ASKET 5 30" D I 38rnm7 44" " 62mm [102mm] [13mm] 7/811 BOLT HOLE SECTION [22mm33]//4„ T' (25mm) DIA 55// . pp [140mm] -32[821mm IA4.1 V2" 4CHINE GROOVE LG STEEL ROD 33-v �� Iq rnni7 30" DIA :: PICKBAR DETAIL [�� mmg 1/4" E6mm]GASKET ODIA. OVE FOR DETAIL 1-1/2 PNEOPRENE GASKET �[762m 5/8�� [38mm] IiZAMESECTION I Ci6mm] 2-7/8-7-a MACHINED SURFACE 2" C51mm3 LETTERING C73mm3 COVER SECTION LETTERING STYLE: Bookman Old Style 2" C51mm7 LETTERING RECESSED FLUSHED HEX 8 11 NCSCR2EWSG E (4) 5//88"-Il NC X 2" LG & NARROW ZINC PLT. & &NARROW ZINLT. & o o RUBBER WASHERS p� o RUBBER WASHERS 2-8 2- 0 2" 418 ° [51mm] [51mm] [702 ® C102mm3 ® v z43z 3 CITY OF BRYAN (1) 7/8" (22mm) �n DIA HANDLING HOLE (l) 7/8" (22mm) ` E DIA HANDLING HOLE u u PICKB 2" [51mm7 LETTERING 2" C51mm3 LETTERING (2) PLACES RECESSED FLUSH LETTERING STYLE: Bookman Old Style PLAN VIEW BOTTOM VIEW WATER TIGHT MANHOLE RING AND COVER DUCTILEIRON V-2432-3 S4-02 z con H � w con w x � w � Q x z� Q O Cif U w O CITY OF BRYAN The Good Life, Texas Style.' DRAWN BY: C.L.M. DATE: 1-01-08 SCALE: N T S APPROVED: W. P. K. FIGURE= SHEET 1 OF 1 12' 1" MIN. TO 18" C/C *4 BARS Q 18" O.C.E.W. MAX. (MID SLAB) 6" g�� _T SECTIONA A _ VARIES 10%2° ��"R 1 Viz" a 1„ 8 , t2 ,y 1„ 1/4"R 5" L03 g 6 V2" 24' R. O. W. *4 BARS CONTINUOU 1:: �• „ 3„ 3" • 12' AND 3" CLEAR TYP. 2" 3 2 A I A • - *4 BARS Tt„ 0 - 3/4" X 18" SMOOTH �4' 3" XPANSION DOWELS 24" LAY DOWN ETYpICAL COMBINED DOWELLED IN CURBS GUTTER SECTION DETAIL !E CURB &. GUTTER SECTION ST1-00 ST1-01 ST1-02' NOTE: NOTE:TYPE "G" "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE I. 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 1/2" CHAMFER :::..::....: : r....• ::.; :;...; ;...; :�::: - RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION (TYPICAL) JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM '----TYPE "G" EXPANSION JOINT DISTANCE OF 10' APART DISTANCE OF 10' APART 04 BAR 2. PIPE EXTENDED 1"-2" FROM BOC TO BE COVERED WITH FABRIC) S�E� AND TIED IN PLACE t .. 24' 24" 15' 1/4"R AT PAVING ' 3' 1 DIA, „ ST1-06 24' • 6" MIN 1/2/. � .v 611 SLOPE 12" 3" 1/4"R 121' 1/4"R I � 3' 28-DAY CONCRETE AJ L " STRENGTH-3500 si. 2„• 3„ 3„ 3' l5� 6 6 3/4" •�31' 3 f�! ��• 6 3/4" 4„ 4,1 77 • = *4 BARS 3" � • =*4 BARS 3" ri YPIC A T 0 =3/4" X 18" SMOOTH 0 =3/4" X 18" SMOOTH 11 11 �r l�I1L EXPANSION DOWELS EXPANSION DOWELS RIBBON CURB 'TYPICAL COMBINED TYPICAL WEEPHOLE CURB NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. ['OR STl-03 NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & e2" GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. g"� 24" 1/4"R SPILL CURB ST1-04 1/8" R SEAL WITH JOINT MATERIAL 6" MIN. METAL KEY WAY PLATE DEFORMED TIE BARS *4 X 18". 18" O.C. TYPE "D" LONGITUDINAL JOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE ' ' CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED LONGITUDINAL REINFORCEMENT: If 40 �iE 40 iIE *4 BARS AT 18 C. TO C. TANGENT SECTIONS TYPICAL JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 0 X 18",12" O.C. 1/4" R -�{ 3/ "" (COATED W/HEAVY GREASE) 5-1/2" -� 3/4" ° „ • f. c: ° 6„ MIN. :. e• . 1-5/8" NON -EXTRUDING FILLER 3/4" ° • ' °2„ 3„ 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE V16" GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE METAL KEY WAY PLATE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR. TYPE "G' TRANSVERSE REINFORCEMENT: *4 BARS AT 18" C. TO C. ro C. "D" JOINT EXPANSION & CONSTRUCTION JOINT NOTE: EXPANSION JOINTS AS SHOWN AND AT F- VARIES EACH RADIUS POINT. CURB EXPANSION TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS, P.C.'S, P.T.'S, & OPPOSITE P.I.'S, JOINTS SHALL BE AT 60' CENTERS. CURB & ON ALL HORIZONTAL & VERTICAL CURVES rTYPE "B" JOINTS CONTROL JOINTS SHALL BE AT 10' CENTERS. / - TYPE "D" JOINT \ SAWED OR FORMED,SEAL WITH JOINT MATERIAL. SEALING NOT REQ'D IN CURBS. 3/8" R 1/8" TO 3/16" �3/4" 6" MIN. *4 BARS, 18" 0 C.E.W. TYPE "B" CONTRACTION TOINT TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER 5 LONGITUDINAL JT.0 90• �o TO CHORD OF RADIUS. (TYP.) (TYP.) w_ TYPE "G" JOINT AT ALL °d RADIUS POINTS AND MAX. DISTANCE OF 300' ON TANGENTS p-g' GENERAL NOTES: BACK OF CURB TYPE "D" JOINT TYPE "B" JOINT-j � TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP.) TYPICAL JOINT LAYOUT ATLAYOUT AT CONCRETE INTERSECTION ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF ST3-00 SILT AFTER EVERY RAIN. TYPE "EL EXPANSION MATCH FL OF EXISTING CURB & GUTTER TYPE "G" EXPANSION JOINT. ELEV.+ EXISTING GUTTER TO BE REMOVED JOINT. ELEV. CURB RETURN RADIUS + 2' T/C ELEV=3" ald �� MATCH E OF {� i T/C ELEV =3 w CURB RETURN RADIUS 1'-6" EXISTING GUTTER EXISTING PVMT. ( 2 i on 4 z > ACCESSIBLE ROUTE (4' MIN.) 2 _ _ _____ - 0 ? (OPTIONAL) EXISTING 4" LE _I a INQ�?ETE 3 PVMT. rW n 3. ---- EXISTING BASE 3" MINSE DRIVEWAY APRON SHALL BE 4" 6" (28-DAY CONCRETE STRENGTHF RCS � DRIVEWAY APRON SHALL BE 4" DEFORMED TIE BAR -3000 psi) W/*4 BARS 0 18" 11/4" EXISTING MIN (2g-DAY CONCRETE STRENGTH O.C.E.W. ASPHALT APRONS W/0 *4 X 18" O.C. TYPE "D"JLON ITUDINAL CURB AND GUTTER SHALL BE BASE -3000 psi) W/*4 BARS Q 18" FOR TIE TO CONCRETE ALLOWEDON OPEN DITCHED OINT O.C.E.W. ASPHALT APRONS W/O TO CONCRETE PAVEMENT SECTIONA A DEFORMED TIE BARB AND GUTTER STREET SECTIONS ONLY. *4 x 18" O.C. FOR TIE ALLOW DON OPEN DITCHED ONLY TO CONCRETE TO STREET SECTIONS ONLY. SECTIONA A SLOPING AWAY FROM INTERSECTION CONCRETE PAVEMENT ONLY. SECTIONA A -SIDE STREET WIDTH ff=LAYDOWN CURB TYPE "G" EXPANSION JOINT PROPERTY LINE 6" THICK CONCRETE (i NOTE: RAMPS ONLY WHEN (28 DAY STRENGTH- 3500 PSI) *MAINTAIN 2% MAX THE LONGITUDINAL SLOPE IS - - ------ W/*4 BARS ATE 18" O.C.E.W. A CURVATURE INT OF CROSS SLOPE GREATER THAN 1:20 DOWEL INTO EXISTING SIDEWALK W/6 LSSB TO 2 BEYOND B.O.C. (VARIES) W/*4 BARS 0 18" O.C. RAMPS SHALL COMPLY WITH � BACK OF CURB TAS REQUIREMENTS RETURN CURB TO HAVE A ROLL FACE DIMINISHING EXPANSION JT. & i 25' RAD. (MIN.) {-F �} �-{-� AT RADIUS POINT SMOOTH DOWEL BAR, 4' SIDEWALK * C,= 1/2" 0 X 16", WITH TYPE $'D" F } CAP 0 12" O.C. LONGITUDINAL ACCESSIBLE RAMP 4'** 5' R. (MIN.) BACK OF CURB (COATED W/HEAVY GREASE) JOINT (SEE RAMP DETAIL) ---- ------ -------- ACCESSIBLE ROUTE* NEAT SAW CU�V?S) W AT CUT A NEAT SAW CUT - - - - - - - - - " - - - i - - - - - - 1, 12 MIN. POINT OF TANGENCY EXPANSION JOINT EXISTING CURB & GUTTER TO • • - - • - • - -► • • • • • • - r► .. • ... - - • • • • -► *MAINTAIN 2Y. MAX CROSS BE REMOVED. REPLACE STREET SLOPE. 4' MIN. WIDTH. SURFACING AS NEEDED. EXPANSION JOINT (TYP.) * * EXISTING SIDEWALKS, (A MIN. s � ,(ROE'( �j� SEAL W/APPROVED OF 4' BEHIND BACK OF CURB), RESIDENTIAL DRIVEWAY EXPANSION JOINT MATERIAL MAY REMAIN IN PLACE OTHERWISE SIDEWALK MUST BE REMOVED. ST2-00 TYPICAL STREET CONCRETE APRON ST2-01 w a W w DRIVEWAYVAR' MATCH E OF EXISTING TYPE "D" EXPANSION JOINT. A SLOPE GUTTER ELEV.=T/C ELEV.+ 3" TYPE "G" EXPANSION JOINT PER FT. MIN. I PER IT-.12" EXISTING CURB & GUTTER - _ _ PROPERTY LINE DRIVEWAY WIDTH TO BE REMOVED qA �VARIES-1 DRAINAGE CULVERT �3 VARIES (MIN. 15" DIA. PIPE) EXISTING PVMT. i 6" * MAINTAIN 2Y. MAX � RETURN CURB TO HAVE SECTIONA A A _ ___-__ - -� CROSS SLOPE A ROLL FACE DIMINISHING AT RADIUS POINT. PROPERTY LINE � TYPE "D" AMBULATORY RAMP NOTE: - - - �- - - EXISTING BASE DEFORMED TIE BAI2 25' MIN. R. REMOVE CURB ! LONGITUDINAL SLOPE 1:12 MAX. *4 X 18" O.C. DRIVEWAY APRON SHALL BE THRU RAMP !r` JOINT 1. LENGTH OF DRAINAGE PIPE FOR - - - - 6" (28-DAY CONCRETE FOR TYING NEW ----------- - - - - RESIDENTIAL DRIVES IS 36' MAX STRENGTH - 3000 psI) W/*4 � - - - - '� - - & 20, MIN• CONCRETE TO EXISTING BARS 0 18" O.C.E.W. ASPHALT SIDEWALK * a DRAINAGE EDGE PVMT. CONCRETE PAVEMENT APRONS W/O CURB & GUTTER 2. ALL DRIVEWAY PIPES WITHIN CULVERT ONLY SHALL BE ALLOWED ON OPEN NEAT ROW MUST HAVE CONCRETE DITCHED STREET SECTIONS NEAT SAW CUT SLOPED END SECTIONS j STREET ONLY. SAW CUT _ _ EQUSLOPE) OR APPROVED �► SECTIONA A � ICAL DRIVEWAY ENTRANCE �1'� TYPE J A NEAT EXISTING CURB &GUTTER TO WITH � CULVERT `�T T � 7� EXPANSION JOINT SAW CUT BE REMOVED -REPLACE STREET V V 1TH l� lJ L V 1'�RT SURFACING AS NEEDED ST2-02 COMMERCIAL DRIVEWAY ST2-03 FLEX BASE-\ EXISTING - GRAVEL STREET \ COMPACTED CEMENT STABILIZED SAND OR 12" FLEX BASE -SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOIL VARIES OPEN CUT GRAVEL STREET ST4-00 MIN. 6" HMAC SAW CUTS COMPACTED CEMENT STABILIZED SAND 12" 12" EXISTING SEAL COAT/ HMAC SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE NOTES: 1. TRANSITION FROM ZERO CROWN AT VALLEY GUTTER TO FULL CROWN IN 50'. 2. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAX. DISTANCE OF 40'APART AND AT ALL RADIUS POINTS, P.T. S & P.C.'S TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAX. DISTANCE OF 10' APART. 3. 2% MAX SLOPE. 4. 5' MIN TRANSITION TO LAY DOWN CURB BEGIN AT P.T. *4 BARS, 18" 0 DOWEL *5 BARS, 16" LG., (8" INTO EXIST. PVMT.), 0 18" O.C. EXISTING CONCRETE -16"-/ STREET I CURB RETURN RADIUS + 2' IA. ? CURB RETURN RADIUS T-6" � < ACCESSIBLE ROUTE (4' MIN.) aj (OPTIONAL) (OPTIONAL)"., U NOTE 3-- 3 6' ... LONTUDINAL JOINT SECTIONA A SLOPING TOWARD INTERSECTION -28-DAY CONCRETE STRENGTH - 3500 psi COMPACTED CEMENT STABILIZED r- SAW CUT UNDISTURBED SOIL V SEE BEDDING DETAIL FOR UNDISTURBED SOIL APPROPRIATE PIPE TYPE VARIES OPEN CUT SEAL COAT/ OPEN CUT CONCRETE STREET OVERLAY STREET ST4-01 ST4-02 14' 14' 12'-12'WW' W e ci = N 2" HOT MIX STD. RIBBON CURB a e ASPHALTIC p w + CONC. PVMT. _ o 1/2"/FT. SLOPE -► o MIN. 4" HMAC BASE OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE. (98% STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND +4Y. OF OPTIMUM TYPICAL RURAL ROAD RIBBON CURB SECTION RIBBON CURBS UYUBEAUOwED U=MV =CrrYL MTSONLY ST4-03 NOTES: 1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2.FOR SUBGRADES WITH PI>15 AND Y. PASSING THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. SIEVE >_35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC 3. FOR SUBGRADES WITH PK15 AND % PASSING THE 0200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE ( 35%, USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. WILL BE DETERMINED BY THE ENGINEER. j- VARIABLE R-O-W (SEE NOTE 5) e VARIABLE B/C TO B/C (SEE NOTE 5) e SEE W CONCRETE 2" HOT MIX ASPHALTIC STD. CURB & GUTTER SEE 4' CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT ( SIDEWALK DETAIL 3% SLOPE -► LIMIT OF MEASUREMENT-� 2' r=MIN,,4"HMAC BASE 6" COMPACTED STABILIZED SUBGRADE (98Y. STANDARD OR CRUSHED LIMESTONE FOR ROADWAY EXCAVATION BASE (95% MOD.ASTM-D1557) ASTM D-698 AT A MOISTURE CONTENT BETWEEN AND STABILIZATION (LOCAL STREETS) 0 AND +4% OF OPTIMUM. TYPICAL STREET SECTION ASPHALTICCONCRETEPAMIFA7' ST4-05 RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT WIDTH 24 30 R.O.W WIDTH 70 100 NOTES: 1. TO ROW E WT IONN CITY NOTLIMITSQUIRE 16' EASEMENTS PARALLEL 2. SHOULDERS SHALL BE ASPHALT PRIMED 3. COUNTY SPECS�ANDRSTANDARDS S SHALL FOLLOW VARIABLE R-O-W (SEE TABLE) 16' UTILTY 16' UTILITY EASEMENT VARIABLE EDGE TO EDGE (SEE TABLE) w EASEMENT (SEE NOTE 1) 3, 31 (SEE NOTE 1) W > a w _ e N j 2" HOT MIX w a e ASPHALTIC ? c W t H CONC. PVMT. 0 _ ao 1/2"/FT. SLOPE -► v=i o o MIN. 4" HMAC BASE OR 6" CRUSHED LIMESTONE BASE. 6" COMPACTED STABILIZED SUBGRADE (98% STANDARD (MIN. 5" HMAC BASE OR ASTM D-698 AT A MOISTURE CONTENT BETWEEN 8" CRUSHED LIMESTONE 0 AND +4% OF OPTIMUM) BASE ON COLLECTOR SECTIONS) (951 MODIFIED ASTM D-1557) TYPICAL RURAL ROAD SECTION ST4-04 NOTES: 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH-3500 PSI). VARIABLE R-O-W (SEE NOTE 1) VARIABLE B/C TO B/C (SEE NOTE 1) e e � MONOLITHIC CURB SEE 51CONCRETE 6" REINFORCED CONCRETE SEE 4'CONCRETE SIDEWALK DETAIL 28 DAYSTRENGTH-3500 PSI) TYPE "D" JOINT SIDEWALK DETAIL 3% SLOPE --► LIMIT OF �I 2' •4 BARS Q 18" O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE (987 STANDARD MEASUREMENT (MID SLAB) I ASTM 0-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND +4% OF OPTIMUM) EXCAVATION & STABILIZATION. TYPICAL STREET SECTION REINFORCED CONCRETEPAYFAIF,N7V ST4-06 cn z o_ w Of o Hw Q w W c� w o � �Q x� LJ CITY OF BRYAN The Good Life, Texas Style." DRAWN BY: C.L.M. DATE: 01-01-08 SCALE: N T S APPROVED: 4. P. K. FIGURE: a CT SHEET 1 OF 1 NOTE: I. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP SIDES OF COPPER PIPE. 2.PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL 101 (1") 3. PIPE SIZE SHALL BE 1" OR 2". OR MODEL 102 (2") OR 4. SIZE OF LINES MID VALVES MAY BE MODIFIED BY APPROVED EQUAL THE ENGINEER HOT -BOX POLY ROX MODEL PHRI (1") WITH HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED EQUAL 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE) -4" X 5' X 3' CONCRET PAD (FOR 2" PIPE) _ IRON PIPE THREAD COMPRESSION FITTING BRASS ELL (TYP.) MD BALL GATE VALVE TYPE "K" COPPER TUBING NOTE: 1. VALVE EXTENSION TO BE USED GENERAL NOTES: 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" I.� Iot,I 24" X 24" X 6" 28-DAY CONCRETE ONLY WHEN TOP OF GATE VALVE DEEPER THAN 5 FEET FROM FINISHED GRADE. FINISHED SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN STANDARD FIRE HYDRAN GATE Vp�VE STRENGTH - 2000 psi BY ANY MECHANICAL EQUIPMENT. W/VALVE BOX 1D I WTIH 04 BAR AROUND 2. ALL VALVE OPERATING NUT 2, ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH - 2000pal. WATER LINE ; ALL VALVE BOX. EXTENSIONS ARE TO BE MADE AS REQUIR + - o •- . OF STEEL SIZED AS NOTED 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF AND PAINYED WITH TWO (b BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY 'MIN COATS OF METAL. PAINT. THE ENGINEER. TEE OR TAPPING SLEEVE &VALVE AS REQUIRED VIEWA - A 3. EXTENSIONS SHALL BE A MINIMUM OF ONE <1) F00T LONG. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS I REACHED 7 DAY STRENGTH. REQUIRED 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL WILL HAVE FULL I BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE HYDRANT. 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 90" BEN VALVE BOX PER SPECS WITH BOX 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM STANDARD FIRE HYDRANT GATE VALVE EXTENSION AS NEEDED THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. W/VALVE BOX ? VALVE BOX PER SPECS STANDARD FIRE HYDRAN J 2" SOUARE AWWA NUT .�' : • EXTENSION WITH FINISHED GRADE LLLAR. A A + A 6,� CENT NGG CCO� TERMINATE 4 TO 5' tp _ @ FROM TOP OF BOX. � DRILL 3/8" DIA 2" SQUARE AWWA NUT I HOLE FOR TRACER EXTENSION WITH BURY LINE WIRE, INSURE THERE CENTERING COLLAR. "A' FIRE HYDRANT LOCATION ARE NO SHARP EDGES TERMINATE 4' TO 5' LEAVE 8"-10" TAIL PIECE INSIDE VA FROM TOP OF BOX. REALIGN AS NEEDED BLVE OX AWWA C900 STD. GATE VALVE W/STAINLESS ' • 6" STD. 6" DI OR Cl109 PPE PRESSURE PIPE STEEL BOLTS GATE VALVE WITH SS BOLTS e" MJ ANCHOR COUPLING 14 ga. INSULATED I o Tp - b ' 24" X 24" X 6" COPPER TRACER PVC OR D.I. PIPE oace ) FFT.�VE� :t � � (0 28-DAY CONCRETE WIRE ; ID I 2000 . • ® THRUST BLOCK D WT H* 4TH- BAR AROUND ALL VALVE BOX. BLOCK AS DIRECTED. ; k PROdC 0 MIN. DIMENSION APPROX. SLEEVE VALVE i PRECAST COING RETE"x4" EQUAL TO ONE BAG OF AS REQUIRED WITHSETSCREWJOINTS BLOCK SACKRETE RETAINER GLANDS VIEWA -A OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED W/M.J. SPLIT GLANDS (ROTATE TO FINAL GRADE) GATE VALVE & BOX OPTIONAL VALVE OPERATING NUT EXTENSION SQUARE SOCKET 2" DIA INSIDE 21/4" DEPTH (1/8" MIN WALL THICKNESS) W1-00 STANDARD FIRE HYDRANT ASSEMBLY 2" SQUARE x 2" HIGH OPERATING NUT GROUND LEVEL 15" DIA x 1/8" MIN THICKNESS STEEL PLATE w/ 90"CUT-OUT -1" DIA STEEL ROD TWO 3/8" SET SCREWS ON EITHER SIDE TO LOCK THE OPERATING NUT GATE VALVE EXTENSION METAL DETECTOR TAPE 24" MAX. 46" TRACING WIRE 14ge SOLD COPPER TYPICAL UTILITY PPE TRACER WIRE MUST BE INSTALLED` DEAD END--/ DIRECTLY ABOVE THE PPE AND SHALL BE TAPED TO THE PPE AT V INTERVALS. TRACER WIRE SHALL EXTEND 6 FEET BEYOND END OF PPE, COILED AND SECURED FOR FUTURE CONNECTIONS W 1-0 l UTILITY PIPE LOCATION MATERIALS SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR)SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF 03 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. APPROVED 3" OR LARGER COMPOUND METERS, VAULTS IL MATERIALS APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PARK DMC-BR PRE -CAST CONCRETE VAULT WITH ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. r-CONCRETE VAULT TEXT YELLOW i1�mwom NOTES: PIPELINE WARNING SIGN 1. FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SIGN POSTS. •° WARNING 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON v • 10" ERGROUND PIPELINE CONTACT THE CITY ENAMEL FINISH. FURNISH ONE WARNING AND ONE VALVE SIGN AND ONE POST FOR EACH VALVE •'.° ° ° "• ° o BEFORE EXCAVATING INSTALLED AND AT OTHER LOCATIONS AS SHOWN ON PLANS. 14" FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH ° • • ' V AL V INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN BLANK) 7" NO. (NOT A SEPARATE PAY ITEM) 3' X 3' X 6" I v 2" BLACK PRESSURE SENSITIVE NUMBERS CONCRETE SLAB 10" -�i TO BE ADDED AFTER ... BASIC SIGN HAS BEEN ...:.• ` PAINTED. '. WHITE BACKGROUND. MJ PLUG -M. J. TEE OR CROSS W1-02 ® PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN 4'-0" • 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST 4'-0" CAST IRON VALVE BOX COVER 2' X 4' X 6" • CONCRETE SLAB ' s 2'X 41X 6" CONCRETE SLAB . •'. .••', 4'-0" • •• • NOT GREATER * THAN 45" :ACK FL AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL 6" DIP W/RETAINING GLMI�G�P AT BEND AND PLUG WATER MAIN-' `SERVICE CONNECTION \-VAULT FLOOR (6" LIP) *NOTE: AND VALVE METER VAULT ASSEMBLY GALV. NIPPLE 2" METER BOX WITH CAST IRON LID EXIST. GRADE BRASS ELLS CONCRETE BLOCKING (SEE BLOCKING DETAIL) COMPACTION WITHIN LIMITS OF ASSEMBLY SHALL BE 95Y STANDARD DENSITY PER ASTM 0698 W3-00 . THRUST BLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ON INSTALL ANCHOR COUPLING W/THRUST BLOCK UNDISTURBED SOIL AND REDUCER AS REQUIRED IN -LINE BLOW OFF ASSEMBLY W3-01 ��y --- GALV. ELL REMOVE AND DISCARD _---REMOVE USE 1 I SCH. 40 GALV. PIPE II� �i AFTER BLOW -OFF INSTALL MALE QUICK CONNECTION & CAP if BRASS BALL VALVE BRASS THREAD PIPE MJ TAPPED CAP WATER MAIN BRASS NIPPLE TAPPING SADDLE W/ CORPORATION STOP. 2" BLOW -OFF RISER AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 MJ PLUG VALVE BOX AND SHAFT EXTENSION EXIST. GRADE 4'-0" CAST IRON VALVE BOX COVER \ 2' X 4' X 6" CONCRETE SLAB AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED 4" APPROVED EQUAL PIPE MATERIAL J TAPPED CAP • WATER .. MAIN THRUST BLOCK 4" M. J. ELL PLACED ON _ UNDISTURBED SOIL 4" END OF LINE BLOW -OFF W3-04 NOTE:USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE k PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE AND PLUG SCHEDULE ID THRUST C A VOLUME 468 51 15 03 0 .6 oar ;�•':: °,." oci Wo mjcoo POUR AGAINST POUR AGAINST UNDISTURBED UNDISTURBED EARTH EARTH TEE THRUSTBLOCK PLUG THRUSTBLOCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psiFOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS-7 :'. POUR CONCRETE Vt6 OUTER AGAINST UNDISTURBED ° ON DIA EARTH SEMONX--X PLAN VIEW HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE A tw B (to C (w t G (w VOL U�AE ca 6 8" 5.0 1.5 1.5 0.9 2.7 0.4 900 �V 1012' 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 0 12" 3.5 2.5 1.5 1.2 2.2 0.5 6 8" 1.5 1.5 1.5 0.9 0.8 0.1 22.5• 1012' 2.012.51 1.511.2 1.1 0.3 6 8" 1.0 1.5 1.5 0.9 0.4 0.1 11.25• 10,12' 1.5 1.5 1.5 1.2 0.6 0.1 TYPICAL HORIZONTAL THRUST BLOCK NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. FOR SINGLE SERVICE OR BETWEEN THE SERVICE 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 6' INSTALLED THE MAIN EXTENSIONS CONSTRUCTION. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE 7.METERS AND VALVE BOXES SHALL BE PLACED BY THE STREET CROSSINGS HAVE BEEN INSTALLED. 3. MARK EACH SERVICE END WITH METAL "T" POST CITY UPON PAYMENT OF FEE. PAINTED BLUE. 8.LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. ONC. CURB tk GUTTER ** SEE SPECIFICATION 660 FOR MATERIAL REQUIREMENTS 4' STOP BXRB w W 0 4'MIN.----d VIE0 DOUBLESERVICE �A 2' MIN: 3' MAX. BALL VALVE -PAD �' MIN. WITH PLUG (2 FOR DOUBLE SERV.) i A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) n ,cu,nr rrn,.,nr� 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) WATER LINE L (SEE NOTE 1) WATER SERVICE (SHORTANDLONGSME) W2-01 METER SWIVEL NUT OR NIPPLE METER BOX -WATER PIPE NOTES: ANGLE STOP o 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN WATER 0, T APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE METER i INSTALLED WITH THE MAIN LINE CONSTRUCTION. - - - - 4' MIN.- - - - - - - 4. EXISTING METER BOXES ARE TO BE REMOVED. T �1 PIPE JOINT THE NEW METER BOXES SHALL BE OLD CASTLE. VIEW A A I DOUBLESERVICE METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Wipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 ANGLE STOI R'7T HATER METER METER BOX I w METER SWIVEL r - NUT OR NIPPLE ( w W A 1" NUMEX SDR-9 200 PSI PIPE (2 FOR DOUBLE SERVICE) X BRASS WYE (11 FOR FOR DOUBLE SERV.) WATER SERVICE RECONNECTION O W2-02 ORIGINAL GROUND IN FUTURE STREET AQ SELECT MATERIAL 2'-0" IN. MACHINE BORING 2'-0° MIN. AREA PLACE METAL DETECTOR MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF (TUNNELING) TAPE AT A MINIMUM OF 24" ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) OPEN CUT OPEN CUT ABOVE TOP OF PIPE INCHES IN THE LARGEST DIMENSION), COMPACTED TO A LIMIT WIDTH OF PAVEMENT LIMIT MINIMUM OF (9OXSTANDARD) D MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN �•L••� OPTIMUM TO +4X OF OPTIMUM UNDER NON-STRUCTURAL T ^ �'F?�."��:x�;<< AREAS (is ... YARDS, PASTURES, EASEMENTS) AND TO A Q SELECT MATERIAL MINIMUM OF 98Y OF MAXIMUM DENSITY AS DETERMINED 3'-0" MIN. SIDEWALK MAY BE 6"-�" :"'r'.`*;s::`<;`;<< BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPEN CUT OR BORED (MANUALLY OPTIMUM TO +4X OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. AS DIRECTED BY CONSOLIDATE AT OPTIMUM `'" ® GRANULAR MATERIAL STEEL CASING THE ENGINEER ' MOISTURE) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE AS REQUIRED 4" OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC GABBER PIPE MATERIAL AND WHICH, WHEN TESTED BY STANDARD NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING UNDISTURBED SOIL LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: PIPE MAXIMUM LIQUID LIMIT 45 SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER O.D. MAXIMUM PLASTICITY INDEX 15 LINE CONSTRUCTION. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 6" MIN./12" MAX. MINIMUM PERCENT PASSING 3/4" SIEVE 100 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL APPROVED BY THE CITY ENGINEER. OPTIONNO, I NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. TYPICAL URBAN © CEMENT STABILIZED SAND CITY STREET CROSSING 4-00 ORIGINAL GROUND OR PLACE METAL DETECTOR NOTES= 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS MACHINE BORING BOTTOM OF SUB -GRADE TAPE AT A MINIMUM OF 24" SEE DETAILS FOR OPEN CUT STREETS. (TUNNELING) IN FUTURE STREET AREA ABOVE TOP OF PIPE 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN SHOULDER SHOULDER ACCORDANCE WITH ANSI/AWWA STANDARDS FOR PVC PIPE. VARES VARIES 3. ALL BEDDING >4 INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH MISVAWWA C150/A21.50 5'-0" WIDTH OF PAVEMENT 5'-0" =�' '^ 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. ,. ,y.. v •4... n•. ;,.;;a2,;z,.:;, SELECT MATERIAL 5. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE MIN. MIN. ::: • CITY ENGINEER. © CEMENT STABILIZED SAND 6. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, .:' 8"-12" EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY 3'-0" BELOW DITCH FLOW LINE. ..; " "'' ``" " BQ (MANUALLY THE CONTRACTOR. 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING CONSOLIDATE AT OPTIMUM PLACED AT THE END OF EACH WORKING DAY. CARRIER PIPE . ` MOISTURE) 8. SEE "OPEN CUT DETAILS" ST4-00, ST4-016 ST4-02. STEEL CASING-14" NOTE: ```' 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING PIPE UNDISTURBED SOIL SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER O.D. LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. 6" MIN./12" MAX. BEDDING AND TRENCH FOR DI PIPE OPTIONNO.2 &PVC PIPE WITHIN NON-STRUCTURAL TYPICAL RURAL STREET CROSSING OR NEW PAVED AREAS W4-o 1 W4-02 NEAREST BELL M4, MAX 6'8" TYP MAX 2' ' " ' " P 2' GENERAL NOTES: STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, JOINT (TYP. EA. END) ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER DRIVEWAYS,AND PARKING AREAS) MD SHALL HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY EXTEND 51BEYOND THE CURB LINE. STRUCTURAL BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL BACKFILL SHALL BE CEMENT STABILIZED (OPTION GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS B/C 5 NO.2 IN W4-03) OR EXCAVATED SOIL COMPACTED ' IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF TO 98Y. MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO +4Y. WET OF OPTIMUM�'� s" r MIN. cut LAST DISTURBANCE. (OPTION NO.1 IN W4-02) STEEL CASING APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED CARRIER PIPE CASING SPACER DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY �G PAVEMENT AREAS 1-PC. PULL -ON WATER CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS SEAL TO MAINTAIN 1" MAX CLR. COMPLETE AND THEN REMOVED BY CONTRACTOR. B/C „ „ CLAMPS/ APS OR "PSI" MAx ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SIl)EWALIC', STEEL CASING SILT AFTER EVERY RAIN. BAND CLAMP NOTE: CASING SPACERS AT SPRINGLINE 4-RUNNER MIN. (THRU 24' DIA 8" WIDE BAND STAINLESS ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. 5- 5 CASING) OR 6-RUNNER MIN. STEEL (TYPE 304) (24"-42" DIA CASING) STARLESS PROVIDE 4 NEOPRENE INSULATION SLEEVE 8" WIDE BEN RUNNERS AT W/ POLYMER RUNNERS:CENTERED 46 BETWEEN PIPE AND BAND W/ POLYMER " OR NON -CENTERED: CLEAR BELL, BOTTOM MIN STRUCTURAL BACKFILL AREA RESTRAINED FROM FLOTATION: POLYMER RUNNER (TYP) INSULATED; "APS, INC., MOD SS18" OR ��°"S°'"°E�� CASING DETAIL W4-04 W4-03 CITY OF BRYAN The Good Life, Texas Style: DRAWN BY: C.L.M. DATE: 01-01-08 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 2 0 lo V NOTES: All mein saddle, addle,S S s Blair CC reads - installed per manufacturer's recommendations. 02 317 Corporation Stop: Ford FB 1000-4-Q - 1" 0 Service tubing: Type K copper - soft - 1" ® Ford male adapter - C84-44-0 - 11- 0 Meter box valve: 5 - Ford Ants Stop- BA13-342W - 1" 5A - Ford Smight Stop - B71-444W - 1" © Brass bushing PS - 1" x 3/4" G Meter nipple - C38-23-2-5 - 3/4" ® Ball valve On 1Aeter hnv and ref: Aid Cn*tle meter hnv- :R STRAIGHT OR ANGLE TAP - 3/4" W5-00 NOTESt O All evil saddle. SS S s Blair CC reads - installed per manufacturer's recommendations. 317 02 Corporation Stop: Ford FB 1000-4-0 - 1" (5) Service tubing= Type K copper - soft - 1" Ford male adapter - C84-44-Q - T- Meter box valve: p 5A Ford Straightt Stop - B114444W -11" © Meter nipple - C38-44-2-625 - 1" ® Ball valve r-CUSTOMER VALVE USTOMER VALVE STRAIGHT OR ANGLE TAP - 1" W5-01 NOTES: O Servig saddle,S S s Blair CC threads - Installed per manufacturer's recommendations. All main Q 317 Corporation Stop- Ford FB 1000-6-0 - 1-V2" 03 Service tubing: Type K copper - soft - 1-1/2" ® Ford male adapter - C84-66-Q - 1-1/2" Q Meter box valve- 5 - Ford An le Stop- BA-11-666W - 1-V2" 5A - Ford Straight Stop - B11-666W - 1-1/2" © Swivel nut - C38-66-2-875 - 1-1/2" 07 Brass all thread I.P.S. - 1-V2" ® Meter adapter - BBIM 66 - 1-V2" 90 Meter box and Gdt Old Castle meter box, Cl rid with Reader 065 @0 Bali valve VALVE r-CUSTOMER VALVE STRAIGHT OR ANGLE TAP - 1-1 /2" NOTES: Servi n saddletypes, SS s Blair CC threads - installed per manufacturer's recommendations. Allma02 317 Corporation Stop- Ford FB 1000-7-Q (cc thread) - 2" Q3 Service tubing- Type K copper - cu - soft - 2" ® Ford male adapter - C84-77-0 - 2" 0 Meter box valve: 5 - Ford An Might - BA-11-777W - 2" 5A - Ford Straight Stop - B11-777W - 2" © Brass nipple I.P.S. - 2" x 6" 07 Brass coupling I.P.S. - 2" ® Swivel nut - C38-77 - 2" Q Meter adapter - BBIM 77 -2" ® Brass nipple I.P.S. - 2" x 3" �1 Meter box and Rd: Old Castle meter box, Cl Rd with Reader •65 ® Meter box and Rd: Old Castle 12" round valve box 03RT Bah valve VAUSLVEMER r-CUSTOMER VALVE STRAIGHT OR ANGLE TAP - 2" W5-03 Z O N w Crf z 0 W a 0 U w 0 6 CITY OF BRYAN The Good Life, Texas Style. - DRAWN BY: C.L.M. DATE: 01-01-08 SCALE: N T S APPROVED: W. P. K. FIGURE: MW (SHEET 2 OF 21 CROSS SLOPE 2Y MIN. CROSS SLOPE CROSS SLOPE SIDEWALK J 2Y• to 4Y. 2Y MAX., V.MIN. E- E- PAVEMENT CURB WW a. 8' TYP. a NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. y * .r P * + � •' �: � �on it • , Side +' � ®�� openly � �, , .:. nol Si • • �, y ne W halt S �, ,� � *` ::: •. t'eet ` PER TAS STANDARDS SIDEWALK SLOPE REQUIREMENTS SWl-00 4"x4"0/16" STRUCTURAL STEEL TUBING 'O.C. MAXI 'O.C. MAXIMUM tN2" O.C. O.C. 4" 44"x3� g" gTRUCTURAL '�4"x2"x3/16" STRUCTURAL STEEL TUBING STEEL T<�BING 1 x1 x3/16 STRUCTURAL STEEL TUBING SEE CONNECTION DETAIL „ L11 TYPICAL PEDESTRIAN DNA BOLT GUARDRAIL CONNEMONDETAIL SW1-01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTILGROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS 0 40' O.C.,CONTRACTION JOINTS 0 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH 93 x 12" BARS 0 12" O.C. OR •4 x 12" BARS a 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98Z OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD)AND SHALL BE 0-41 WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R 1/2" 18 X 18".12" O.C. -�I 3/4" (COATED W/HEAVY GREASE) 4„ NON -EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE %" GREATER 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 END OF BAR. SIDEWALK EXPANSION & CONSTRUCTION JOINT SAWED OR FORMED, 1/8" TO 3/16" SEAT. WITH EXPANSION JOINT MATERIAL, MIN. 3/8" R 4„ SIDEWALK CONTRACTION JOINT SWEEP SAND INTO ALL JOINTS CONCRETE SIDEWALK 3-V2" 1" MAX. SAND LAYING COURSE ACCEPTABLE PAVER MATERIAL SIDEWALK PAVER SECTION CONCRETE SIDEWALK T 3'-0" MIN. -VARIES--A �E--5'-0"--- E - 21 MAX. SEE NOTE 4 •3 BARS 0 12" O.C.E.W. OR 28-DAY CONCRETE •4 BARS 0 18" O.C.E.W. STRENGTH- 3000 psi (4" THICK MIN.) SEE FINISH NOTE ALONG LOCAL STREETS 3'-0" MIN. 6'-0" 7--rVARIES---J -E- 2Y MAX. ?` SEE NOTE 4 03 BARS 0 12" O.C.E.W. OR 28-DAY CONCRETE 04 BARS 0 18" O.C.E.W. STRENGTH - 3000 psi (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER ACCEPTABLE PAVER MATERIAL 80-010 � MAX. E - 2Y MAX. SEE NOTE 4 SEE NOTE 3 28-DAY CONCRETE •3 BARS 0 12" O.C.E.W. OR STRENGTH - 3000 psi 04 BARS 0 18" O.C.E.W. (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER SWI-02 * SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: * SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS= *SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: FULL WIDTH AND DEPTH OF CURB RAMPS SHALL __ FULL WIDTH AND DEPTH OF CURB RAMPS SHALL FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGN IFIC T Y LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROWES ; CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES6 CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. I • , : • WARNING SURFACE SHALL BE DARK RED IN COLOR. : • WARNING SURFACE SHALL BE DARK RED IN COLOR. WARNING SURFACE SHALL BE DARK RED IN COLOR. 8' SIDEWALK 5' SIDEWALK 6' SIDEWAL **DIAGONAL CURB RAMPS WITH FLARED SIDES ** DIAGONAL CURB RAMPS WITH FLARED SIDES , SHALL HAVE AT LEAST A 24" LONG SEGMENT **DIAGONAL CURB RAMPS WITH FLARED SIDES 1 SHALL HAVE AT LEAST A 24" LONG SEGMENT OF STRAIGHT CURB LOCATED ON EACH SIDE I SHALL HAVE AT LEAST A 24"LONG SEGMENT OF STRAIGHT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE OF STRAIGHT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. MARKED CROSSINAG. AND WITHIN THE % 'Y MARKED CROSSING. / .. 25'R. .•.: . CROSS SLOPE NOT TO EXCEED ' •' CROSS SLOPE NOT TO EXCEED : •'. ;• •; 21 OR BE LESS THAN 1Y ON ANY /25'R 2Y OR BE LESS THAN 1Y ON ANY ' , / PORTION OF RAMP OR TRANSITION CROSS SLOPE NOT TO EXCEEDPORTION OF RAMP OR TRANSITION TO STREET 2% OR BE LESS THAN 11 ON ANY TO STREET ✓� \ •' 25 R. PORTION OF RAMP OR TRANSITION25' R. \ 25' R. �' \ TO STREET /\LANDINGPROPERTY LINE - PROPERTY LINE \LANDING PROPERTY LINE CURB HEIGHT ----"-- ------VARIES (TYP) WID H .* W RAMP ��WIDTH 5' SIDEWALK '' jrd� r : • ;:. • „% r ry�\t� VARIES WIDTH 'p `„s,• r rye? . • '' 4v W SIDEWALK • t • r r VARIES 3' 1r **�• VARIES •' *N+' .•.: •' •: •' DETECTABLE21 • ** �' •.... ----SURFIING............ ACE---------- ... WAARIG.. •• 8' SIDEWAI.KDETECTABLE _ _ . SURFACE �� ` - BACK OF CURB CURB HEIGHT BACK OF CURB BACK OF CURB DETECTABLE VARIES (TYP) CURB HEIGHT WARNING VARIES (TYP) SURFACE 5' SIDEWALK AMBULATORY 6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-00 SW3-01 SW3-02 * SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: I I * SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: I N *SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A .'•' FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A .' y FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A I LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY I LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY N LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. I WARNING SURFACE SHALL BE DARK RED IN COLOR. I WARNING SURFACE SHALL BE DARK RED IN COLOR. WARNING SURFACE SHALL BE DARK RED IN COLOR. I I • l y I / 25' R. / CROSS SLOPE NOT TO EXCEED 25' R'�// N CROSS SLOPE NOT TO EXCEED 25' R.V I •. • I yV 2Y OR BE LESS THAN 1Y ON ANY CROSS SLOPE NOT A EXCEED 2Y OR BE LESS THAN R SI ANY I 2% OR BE LESS THAN 1% ON ANY �' : ' ' • '/25' I PORTION OF RAMP OR TRANSITION I PORTION OF RAMP OR TRANSITION I PORTION OF RAMP OR TRANSITION ` ` I TO STREET / TO STREET ` \ I TO STREET `� \ I r \ 25' R. i \ 25 R. I � � \ \ � I / 5'X5' 5'X5' \ y I / LANDING PROPERTY LINE \ I LANDING I PROPERTY LINE / <\ LANDING PROPERTY LINE / \ �- , / - -rVARES 4'RAMP 4'RAMP C+I 4' RAMP WIDTH `Q I WIDTHWIDTH I VARIES VARIES I 2' MIN. CURB ALIGNED y \ 2' MIN. CURB ALIGNED I 5' SIDEWALK 2' MIN. CURB ALIGNED N N I W SIDEWALK WITH CROSSWALK Y `` • WITH CROSSWALK y ` I WITH CROSSWALK N \\ I \ I .. 8' SIDEWALK NG ` I �ARE-TECJ9RL_ _ � ��ATEC RNAPING� - - - - - - - -� Q,ETEC�A�pL� NI - - - - - ARNI G-----�' SURFACE SURFACE SURFACE 8' SIDEWALK AMBULATORY 5' SIDEWALK AMBULATORY 6' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION SW3-03 RAMP AT STREET INTERSECTION SW3-04 RAMP AT STREET INTERSECTION SW3-05 c U Iy LANDING arc ;oo'o�i:a:4`hd C Z o:o.o.�o:no.ao:c DETECTABLE WARNING SURFACE E- 4" MAX. AND USUAL `- 6" MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 ve Landing o>ID a a � Detectable warning surface (Domes to run parallel to 4" Max pedestrian travel) and Usual o c ona:.a;o:;bb:o:n;a; O:O: ids flare N E ;0010:O: O.O;P O'6:.0:++>:O_aa: (Typical) 6" min Face of 10" Max curb TYPICAL PLACEMENT OF DETECTABLE WIM01 , r LANDING v000 ab� W U p ma in ~ Face (TYPICAL) ATE 4' RAMP WIDTH I (TYPICAL curb of (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS 2 GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 2Y SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4' X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 21. APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. EITHER BECAUSE THE ADJACENT 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH THE DIRECTION OF PEDESTRIAN TRAVEL. AND EXTEND THE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6, ADDITIONAL INFORMATION ON CURB RAMP LOCATION. DESIGN, LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC 0 68.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7.TO SERVE AS A PEDESTRIAN REFUGE AREA. THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY. VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE. S. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES)A CURB. 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 THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13.FLARE SLOPE SHALL NOT EXCEED 10Y. MEASURED ALONG CURB LINE. GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL I I I '�i" REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO __T UNIT BASKET WEAVE PATTERN OR AS DIRECTED. 2� LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT O O O O o c o 0 DETECTABLE WARNING PAVER UNITS USING A POWER SAW. 4- I O O O O i Landing n b NO.3 REBAR AROUND PAVER INSET etectable warningg " paver with truncafed dome surface DETECTABLE WARNING PAVER WITH 4" Max EXPANSION JOINT TRUNCATED DOME SURFACE DETECTABLE WARNING PAVER and Usual As REQUIRED 1" MORTAR BED -SHALL CONFORM TO A SIDE FLARE APPLICABLE SPECIFICATIONS a Fj!A ide flare (Typical) (TYP) CONTROL JOINT PERMISSIBLE ::=ate Face of curb TRUNCATED DOMEPATTERN CURB RAMP DETECTABLE WARNING PAVER `MIN. 4" No.3 REBAR AT 18" (MAX,) ON -CENTER BOTH WAYS PCBNLRSECISONFORM TO APLIEPCIFIATON SECTIONA A SW2-03 CROSS SLOPE NOT TO EXCEED 2Y OR BE LESS THAN 1Y ON ANY PORTION OF RAMP OR TRANSITION TO STREET PROPERTY LINEDEfEC SUR CTTAEBLE WARNING W SIDEWALK 5' MIN. RAMP* 5' SIDEWALK 4' MIN. RAMP* a 1:12 SLOPE MAX. 1:12 SLOPE MAX. jo RAMP* I=> n3 1:12 SLOPE MAX y EXPANSION JT. & y SMOOTH DOWEL BAR, ' EXPANSION JT. & 2' BACK y EXPANSION JT. &{ N V2" DIA. X 16". WITH SMOOTH DOWEL BAR OF CURB SMOOTH DOWEL BAR 3. N 1/2 DNA. X 16 , WITH DNA. X 16 . WIWITH BACCAP 0 12" D.C.K •Y BAD CAP 0 12" O.C. CAP 0 12" O.C. OF CURB (COATED W/HEAVY OF CURB (COATED W/HEAVY GREASE) (COATED W/HEAVY GREASE) 6' MIN. GREASE) W MIN. W MIN. 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW4-00 Is -oil I SW4-02 CROSS SLOPE NOT TO EXCEED 2Y. OR BE LESS THAN 1Y. ON ANY PORTION OF RAMP OR TRANSITION TO STREET PROPERTY LINE / ' DETECTABLE WARNING SURFACE 8' SIDEWALK y CROSS SLOPE NOT TO EXCEED 2Y OR BE LESS THAN 1Y ON ANY PORTION OF RAMP OR TRANSITION TO STREET / PROPERTY LINE - - - DETECTABLE WSURFACE ARNING 7 y N N N N z O cn w CITY OF BRYAN The Good Life, Texas Style.` DRAWN BY: C.L.M. DATE: 01-01-08 SCALE: N T S APPROVED: W. P. K. FIGURE8 W SHEET 1 OF 1 " + " " 51_011� O.D. MIN. 5� 1 -0" �g,l TYP. - -- ---------i 6" TYP. I------ EXTENSION ---- 10�_0" I , ERLINE _ RECESSED INLET CONCRETE 13' RADIUS �— — — — — — - - -- 6" I O�❑❑❑❑OO � - - - - ❑❑❑❑❑❑ - - - - -----J GUTTER 13 ' RADIU� 2'-0" —� O.D. • 6" MIN 2'-5" 4" URB 2'-0" NORMAL FACE OF CURB, _ NCRETE SQUARE WILT24" WARP PAVEMENT SURFACE TO THROAT OF INLET SEE D2-04 SEE I D1-05 S28-DAYHC 3000 psi PLAN PLAN VIEW 28-0AY CONCRETE STRENGTH - 300o Pat p •4 BARS 12" O.C.E.W. O.D. + 6" MIN. I :',, i • • SIDE WALLS 6" TOP &BOTTOM r. '. I 04 BARS, 6" O.C.E.W. a TOP of CURB TOP SLAB ^ STD. CAST IRON MANHOLE COVER AND FRAME SLAB •I � 611 ------ ._._. ------- — - — - — - — - — - — - —• - - SEMONAA EXTENSION ; NORMAL GUTTER LINE �: .';I DEPRESSED GUTTER LINE �L- — — _ _ ' a"`�.�:•::.:- .,..) t6" •4 BARS 6" O.C.E.W. F� 6" SIDE WALLS INVERT SHAPING TYP. TOP & BOTTOM SLAB CONCRETE FILL A • 4 BARS 12„ O.C.E.W. SECTIONA A SIDE WALLS & BOTTOM SLAB ELEVATION SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION D 1-00 D 1-01 A-lrj /4" 3/16" 7/16" 1 12" 28-DAY CONCRETE STRENGTH- 30C pai — _ _ _ _ - - - A A ----- i A i----" UETVAA I— A FLOW I I MAIN A 0 4-04 BARS DIAGONAL _ ' OQOO��O�n I 28-DAY CONCRETE 0 0 - - STRENGTH - 300o no (2) 3/4" DIA HOLES �— LJNE — — — — — I o0 mo I _ _I 1 � 1 FOR RE -ROD u STD. CAST RON MANHOLE COVER AND FRAME ICONCRETETREETS PLAN(24 D3000 - - - J (2) 3/4" SQUARE DIA,)A TH psi CROSS SECTION PLAN PL.4JV MINIMUM DISTANCE BETWEEN TWO PIPES 1/2" FLAT FACED GOTHIC w/APPROPRIATE CITY TITLE O.D. • 6" MIN. 18" TO 36" - 12" APART DON'T ITT OF WYAN A POLLUTE DRAINS TO A 04 BARS 12" O.C.E. 6" TOP & BOTTOM SLAB 04 BARS 12" O.C.E.W. I • "8" OR LARGER - 18" APART 4 BARS 6 O.C.E.00EW. SIDE WALLS SIDE WALLS I O.D.+ 6" MIN. I TOP & BOTTOM SLAB & SIDE WALLS )q ASURA RIVERS I LARGE MOUTH BASS LOG 11 6 TOP & BOTTOM WALLS _ �'' �' O.D. + 6" f 6" TOP VARIES & MIN' 2 -6 i O O F 3/4" FLAT FACED GOTHIC (2) PLACES 3" MN. EACH SIDE 6" SIDE WALLS • (SEE NOTE) BOTTOM •4 BARS 6" O.C.E.W. 04 BARS 6" O.C.E.W. if - T - T - - T T T T �� I CITT OF COLLEGE STATION A A TOP &BOTTOM SLAB SECTIONA A s" SIDE WALLS TOP & BOTTOM SLAB -'I 6" SIDE WALLS SECTIONA A POLLUTE NS TO IND BASURA RIVERS SECTIONA A v2" FLAT FACED GOTHIC w/APPROPRIATE CITY TITLE STORM SEWER DOUBLE BARREL INLET TROUT LOGO JUNCTION BOX GRATE INLET PLATE D 1-02 D 1-03 D 1-04 D 1-05 THICKNESS AS — DESIGNATED ON PLAINS OR AS DESIGNATED ON PLANS G� 03 BARS O 18" O.C.E.W. V� _ r 1�z - NOTE MN. 18" TOE WALL TO BE CONSTRUCTED �� MATCH E ELEV. 1 AT BEGINNING & END OF CONCRETE TTTTrrrT^ DITCH CHANNEL !� RIP -RAP SECTIONS. 5' 5' 5' 5' 211 • VARIES •� H/3 WHEN •— —+— �H-4' OR MORE WEEP HOLE DETAIL 28-DAY CONCRETE STRENGTH 3000 pai CONCRETE CHANNEL LINING 11_011 611 �1 L � I Imo- HEIGHT VARIES WEEP HOLE 1/3 HEIGHT 12"X12" GALV. HWD. CLOTH I/4" MESH W/GRANULAR MATERIAL MACHINED BEARING SURFACE 2_V4" 1-3/811 MINIMUM WIDTH DRAINAGE EASEMENT 15' MN. 5' MIN. 2411 its L.I 7/16" _ ,/ 2 �1 1' MAX. �r 1' MIN. *11 1-1/4t1 l COVER SECTION PICKHOLEDETAIL *MAXIMUM SLOPE I , 4 MINMI�N. TYPICAL LINED CHANNEL SECTION BLACK SOD Q? WIMAT Y/HYAPD-NE STANDARD CHANNEL SECTION D2-02 r 03 BARS 0 12" O.C.E.W. COVER FACE COVER FACE 1'�,�,� •, 18" TOE DOWN (ALSO AT FLUME ENDS) L2'-0" 4'-011 COVER BACK 28-DAY CONCRETE STRENGTH - 3000 pail MANHOLE RING AND COVER STANDARD FLUME SECTION D2-04 EXPANSION JOINTS AT 60' O.C. D2-05 �6"� T 6" (TYP.) 03 "U" BARS 9" 1PER BLOCK DISSIPA TOR BL0CKL0CATION PROVIDE RIP -RAP ROCK (MIN. 20 LB. PIECES) E CONFORMS TO 2 Bars Vi_Vx -BARS S N�7`' �I BARS GJ_�BARS A� `BARS Ems, PROVDE A 12" FOOTING AS SHO" WHERE REQURED TO MAINTAIN 4" MN. COVER FOR PIPES. CONCRETE FOR FOOTING SHALL BE ADDED TO TOTAL QUANTITES SI*W SIDE ELEVATION 28-DAY CONCRETE STRENGTH -3000 psi EINts v C w BARS S eARs a CONsiRUCTION -BARS DHUx JOINT 171 . E A � G o a —u a m S BARS Al-Ax I 6" r C �n I �• >n F gn t3" 8„ DISSIPA TOR BLOCK THICKNESS AS DESIGNATED ON PLANS •3 BARS 0 18" O.C.E.W. 1'-011 5 OR AS DESIGNATED ��1L ON PLANS G(`j` ��'` j T-611 I �� 6,1� HEIGHT 1/2 VARIES MATCH IL ELEV. 11 WEEP HOLE 1/3 HEIGHT . -12"X12" GALV. HWD. 18" TO 36" AS---" „� CLOTH 1/4" MESH 6 DESIGNATED W/GRANULAR MATERIAL ON PLANS NOTE: MIN. 18" TOE WALL TO BE CONSTRUCTED AT BEGINNING & END OF CONCRETE DITCH CHANNEL !c RIP -RAP SECTIONS. 2" 0 D2-00 5' 5' 5' F5@,ZH/3 WHEN H-4' OR MORE 28-DAY CONCRETE ��--� STRENGTH-3000 psi UT"HOLEDETAIL CONCRETE RIP -RAP D2-01 THICKNESS AS HANDRAIL DESIGNATED ON PLANS 93 BARS Q 18" O.C.E.W.-�C\ � 1'-0" 5 SIDEWALK OR AS DESIGNATED •1�� ON PLANS HEIGHT 1Y2 'r VARIES MATCH I[ ELEV. i ��'� 28-DAY CONCRETE r� STRENGTH - 3000 psi NOTE: 18" TOE WALL TO BE CONSTRUCTED 18" TO 36" AS 6"� AT BEGINNING & END OF CONCRETE DESIGNATED ON PLANSL DITCH LINING & RIP -RAP SECTIONS CONCRETE SIDE SLOPE PROTECTION D2-03 BARS F7,,_FiARS E r 'IIII'l (IrdiJ � FRONT ELEVATION Liu /-V rt�►`` " Nwil� A ---- ---------- ---- — — / SECTIONA A PROVIOE e.� J - - - - PLAN VIEW GK 20LLB�PE�PECES) 6" 48_o" I y y 30• 24'1 •4 BARS 12" O.C.E.W. 611 WALLS, BOTTOM SLAB & GENERAL ALL POM COMM SHALL BE CHAMFERED 3A4■ E REIFORCM STEEL SNALL BE PLACM WITH THE CENTER SECTIONA A OF THE OUTSIDE LAYER OF BARS 2" FROM THE SURFACE PLAN OF THE OONCRETE.TOTAL QUANTITIES INCLUDE ONE 20 DUMETER LAP FOR ALL BARS OVER V-0" N LENGTH. 28-DAY CONCRETE STRENGTH- 3000 psil MINIMUM DISTANCE BETWEEN 24" TWO PIPES RENFORCNG STEEL FOR ONE HEAOWRO "Stm 18" TO 36" - 12" APART BARS At-Ax BARS B BARS BI-Bx BARS C BARS DI-Dx BARS E BARS F BARS G BARS S BARS Vi-Vx BARS W 18" OR LARGER - 18" APART 046129• •3Q18.! 93018" 940 2"+ •3MH2"• •5 •4 •3 •4 •40214 • TYPICAL CONCRETE HEADWALL & END WALL WITH WINGS D3-oo CONCRETE HEADWALL FOR 2 PIPES D3-01 SELECT MATERIAL ,•,.,•.. •.. MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES N THE LARGEST DIMENSION) COMPACTED TO A MINIMUM OF 9OX OF MAXIMUM DENSITY AS DETERMINED BY 2" MIN. COMPACTED CEMENT STABILIZED ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN SAND.1-1/2 SACK/CY (PUGMILL `" OPTIMUM TO +4Y. OF OPTIMUM UNDER NON-STRUCTURAL PIPE O.D • ONLY). SPADE BY LIFTS INTOPLACE, AREAS (is ... YARDS, PASTURES. EASEMENTS) AND TO A TO FILL ALL VOIDS g ?''' MINIMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED (4" MIN.) AROUND PIPE. MANUALLY BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE AT OPTIMUM OPTIMUM TO •4Y. OF OPTIMUM UNDER FUTURE STREET AREAS. PIPE MOISTURE. O.D. *PE MUST DESIGN TRENCH DETAIL THE TRENCH BOTTOM SHALL BE� 8" MN./12" MAX. SITE SPECIFIC FOR HDPE PIPE. GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES. BEDDING AND TRENCH FOR REINFORCED CONCRETE PIPE D3-02 DRAWN BY: C. L. M. DATE: 01-01-08 SCALE: N T S APPROVED: W. P. K. FIGURE= ID) SHEET 1 OF 1