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Home My WebLink AboutSite Plan 1BPLANS SUBMITTAL/REVIEW LOG SITE PLAN AND ENGINEERING PLANS FOR CITY REVIEW 07/27/2011 - NOT FOR CONSTRUCTION. 2ND CITY SUBMITTAL 08/22/2011 - NOT FOR CONSTRUCTION. 3RD CITY SUBMITTAL 09/06/2011 - FOR CONSTRUCTION OWNER CVCS, LLC 4520 N. GRAND RIVER AVENUE LANSING, ...MICHIGAN 48906 CONTACT KEWN McGRAW TEL: (517) 703--2132 FAX (517) 703--2152 EMAIL: KMCGRA WOCADDISDEV. COM DEVELOPER CAMPUS VILLAGE COMMUN1 TIES 919 W. .UNIVERSITY DRIVE, SUITE 700 ROCHESTER, MI CHI GAN 48307 CONTACT RAY BEHLING TEL: (248) 609-0406 FAX (248) 609-0425 EMAIL: BEHLING.RAYOCAMPUSWLLAGE.COM ARCHITECT O'BRIEN & - ASSOCIATES ARCHITECTURE 5310 HARVEST HILL RD. SUI TE 136 DALLAS, TEXAS CONTACT. RICHARD NORDYKE TEL: (972) 788-1010 FAX (972) 788-4828 EMAIL: RICHARD.NORDYKE@OBRIENARCH.COM ENGINEER Iimley-Horn and Gatos, Inc. 12700 PARK CENTRAL DRIVE SUI TE 1800 DALLAS, TEXAS 75251 TEL: (972) 770--1300 FAX.- (972) 239-3820 CONTACT- KEWN GASKEY, P.E. EMAIL: KEVIN. GASKEY@K1MLEY--HORN. COM STOP! CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) COLLEG STATION VICINITY MAP N.T.S. SHEET LIST TABLE SHEET NUMBER SHEET TITLE C-01 COVER SHEET C-02 GENERAL NOTES C-03 SITE PLAN C-04 DIMENSION CONTROL AND PAVING PLAN C-05 GRADING PLAN C-06 DRAINAGE AREA MAP C-07 DRAINAGE CALCULATIONS C-08 STORM SEWER PLAN C-09 STORM SEWER DETAILS C-10 WATER AND SANITARY SEWER PLAN C-11 WATER PROFILE C-12 EROSION CONTROL PLAN C-13 EROSION CONTROL DETAILS SW1 BRYAN - COLLEGE STATION STANDARD SIDEWALK DETAILS S1 BRYAN - COLLEGE STATION STANDARD SEWER DETAILS ST1 BRYAN - COLLEGE. STATION STANDARD STREET DETAILS W1 BRYAN - COLLEGE STATION STANDARD WATER DETAILS SWPP1 BRYAN - COLLEGE STATION STANDARD SWPP DETAILS D1 BRYAN - COLLEGE STATION STANDARD DRAINAGE DETAILS L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS �I a L Is REVIEWED FOR COMPLIM-4CE ., SEP 12 2011 COLLEGE STATION ENGINEE .ING 41ED FOR IV ago i............... ............../ COMP! 4 -J4 x*_ •KWN S. GASKEY. ..j 'I1�� ;� �6916 : �� SEP 122011 10 1vSt0NAL �w�G�� GU w . ; , 3 r 3 - �DEVELOPNi SERVICES PLff FILED: C-o1 ,. . _. _ Z m v U) w LL 0 z w h z . W � N w Q a w 0 b w o �� dz 8 N w 3 0U a rn g 0 v, n r ,� w wgC o z z N 000 �� 3F 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. .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 DEPARTMENT'S 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. 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. Al105006 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. 56. 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 CONSTRUCTiONSPECIFICATIONS 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 LESS THAN OR IF THE THAN EQUAL TO 2' THAN EQUAL TO 2' THAN EQUAL TO 2' THAN EQUAL TO 2' CLEARANCE IS 2' BUT LESS 2' BUT LESS 2' BUT LESS 2' BUT LESS THAN T THAN T THAN 9' THAN 9' *PROTECTION 1,2,3 2 6 4 1,35 2 1,35 5 REQUIREMENT *PROTECTION REQUIREMENTS FOR SANITARY SEWER CROSSINGS (UNLESS VARIANCE IS GRANTED BY THE TCEQ) (ALL CLEARANCES SHALL BE MEASURED FROM OUTSIDE WALL TO OUTSIDE WALL) 1. PLACE ONE FULL SECTION OF APPROVED RESTRAINED JOINT WATER LINE 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 BENTONITEICLAY 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 12 INCHES, WHICHEVER IS GREATER, ON THE SIDE OF THE SANITARY SEWER. 6. NOT ALLOWED GRADING NOTES: 64. ALL SPOT ELEVATIONS ARE PROPOSED TOP OF PAVEMENT, OR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 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 PRIOR TO INSTALLATION OF ANY PAVING. 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 PLACE AND UNDISTURBED DURING CONSTRUCTION. 67. ALL EXISTING CONCRETE PAVING, CHANNEL IMPROVEMENTS, SIDEWALK, STRUCTURES AND CURB DEMOLITION SHALL BE REMOVED IN THEIR ENTIRETY AND DISPOSED OF BY THE CONTRACTOR, OFFSITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER. 68. ALL CLEARING, GRADING, COMPACTION AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO THE CITY OF COLLEGE STATION STANDARDS. 69. GRADING CONTRACTOR TO COORDINATE WITH THE FRANCHISE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. 70. THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES AND DETERMINE HIS BID ACCORDINGLY. 71. SEE LANDSCAPE PLANS FOR GRADING OUTSIDE OF PAVEMENT AREAS. SIDEWALKS SHALL FOLLOW SLOPE OF PROPOSED LANDSCAPE GRADES AND REMAIN ADA COMPLIANT. CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE AND COMPLIANCE TO ADA SLOPE REQUIREMENTS ON ALL AREAS PRIOR TO ANY INSTALLATION OF PAVEMENT AND SIDEWALK. REFER TO TCEQ DESIGN GUIDELINES (CHAPTER 290) FOR ALL UTILITY 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 JULY 22, 2011 BENCHMARK TYPE 2 TxDOT MONUMENT N 10200171.72 E 3556987.12 GPS 9 289.74 V) z O w a Is C} 1r c cu L_ •- 00 co � Q E 3.. cu ...:........J.............:....z KEVIN S. KEY ....................................69165 fitt� �d� s �CE ...... 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'� / / / 7£, t° VI II ISOLATION 4" 6 ° � GATE VALVE 45 /; %r `'' GATE VALVE 66.9 jrE: ND R NDELECTRIC U E GROU , : : < it 1 : , r `+��\. 1. �' tr E' < <r 15'P.U.E_ ` <� \; ( ; �--� j T = 287 70 , i v l " i 4 J 1 f• - F �w [ tJ z `Z'� \ FL 24 = 282.30 LO 1 R ; ` , 7 i S ` z � } T : :, a r`, r F j A O 1 / I' -ELECTRICAL FORM r. - 2. TRANSFORMER /' •,_ FL 24" 28 20 i T L -1f i / 10.0' � O ct a 1 :, s �• J i Ci S ,� 10' P.u.E. 43.45 �A � , a 5 M r LU E VIIf" y \ :% ,' �• W D ` N I 5 OF: \ 1 i. �c �O LA ' ao" 2;1 `�� ; 6.0' s / ' 1L0 fi FIOOGP= ..,v P N I o f c \ _� 4F �; I: I COLLA1* iGE STATION, Lfi' ❑ ELECTRICAL SWiTCHGEAR w i'_ R ONA CASE V. 1_• O ... ACRES! _ SOS it # PROPOSED FDC (REFER TO / � ; ,/ 1 _ J _. �r �s ; - # " r , i G)' FDC `t - .- f MEP FOR SERVICE TO t _ J '� .:705 �P �1 8 TER P. 24 ' P 2a 14 f 1 i ��' . , 15' P.U.E. . �' 3 c, �, O __ ORM ,fib -_ �O i ZO� #" r BUILDING) 6 r, C PR P. WA T ED O - - l .o Z ! A LANDSCAPE O i f . 20 WALL O i / r �.. �, i'.U,L, r C': O,o `u } N , Gj ' ;t_ _ > o , # FL 18 2$3.80 3 ;/' _�.__. !i }.; j ? i :•{?i... •,t031'G_ 1v1 %ti FH 18 i - „ _ r -__ c.,... ._......... 1.'- .,.....-- -._ -- to . - 6 STEPS _ .... _ _ fL „ ... _._ _...._ _ ._ _.. __ FL 24 283.20 0 ` %` a i -r Ft - � o - i cr, , • rJc ! O i - 1 ` \ Q7 'i :1 _ n. FDC' TG - 2 8. 0 i1 N i� 1 , 1 1` 1I 11 18 1 `: LOB dA'( REVISED ACCESSIBLE 0i0'1 Ok �i P fv1 11 %t�• }t R S 'O. ..:i .} �," TRAIL CONNECTION � ,l N L 24" = 282.50 1 r- E LCi h CASE N . .- 't r' r- is � 1 0 11 f3 « , « \ o 1- t13 �• ! ti, V r• q, ,� OF3 06 2 06# o c� i sr ;11;• 4' FLUME _ O, 1is: ._. ,..;f .��:► TG - 289.20 «, i �- L� > L CA r, V t ! �. .M 1 t s1� . r r , j / 0 L1 "=285.30 1. u F 8i , 15PUE �, `t 'L rr,�^, FL i8-285.20 \____ _� *_ / I 2 2 IN c3 • ) TG = 287.50 1 r' I 9 q 1 h 5 1 II'C AND , .;� O EX. 4' H . •r N r 7 , , < , O I I..., • ! 8 'i? Q� fi Ili 'I € , I _. �. _ I- F' O p - 7� 1 'I'.:::. , . r r -: L / r. ... .. FA 1F£, i f w a0., .. L Y,. 3<) _t1:E: `� FL 24" = 283.38 - :.:... __.-� . �. , , } .. j t (� .. o �. 1 =,F _� t \ 9 \ f o' .. .. 1 f , w _. __ / Q .__- ...-- I 0 U ,-� ~� • : V -11 ti 4 ^� P, O \ .<sr; �3 •1lCil_, 95303.Pia, Liz -+ � - d, _i'•• 2. f�9 „ . 03 - ✓ TC - 291.50 g0 93 :. o mar M.... \ ! . o_ - h - ,e,_;; ' . -;rt'; ;?mac. _ 0,. �� 4 FLUME : , R2 0 - 5' { 1. ! FL 18" = 287.5 1 ._ OP.. _ :: , �.. ,/ > �• _ O o ._ , S .�'�s� � ,4 TEP � s�a"c;•�"' `",i , ? 26.0 �O PROPOSED 5 cS �'\ 2 M.. -1. , - ' 1 ° CONCRETE"' :.\ % 6 jj tr 0 a� t / c� WALK :4 `^ f) �... g U 3 r�' j F4 - 1 1- � • -t9� •o y __ c� ,:z �ISOLATION 4" R -29.50 ow 294 �p �0 2 :� " f` '( , ! ,z'."_ GTE VALVE a L=28.24 I ' c a 4✓ 9 C3 <I .a o S 2g.wi4 /.. 7.92 } gyp,' h �.. 2 .�^ -p; � r 9 � 9' � y N CB=N27°31'S7"E I `�, ti� ti°' ' 96 .{' r) 1' ': ,`; ? ' 15 P.U.E., F7 ® �a� N O l R200 . V< C=27.18 1 1 0 15, P.U.E. w r p` ISOLATION 4" 7 J R� m m 1 \� C� 1 1. i=_ FL F ,- - - -�- Fl-: o O ;# ® n GATE VALVE LANDSCAPE 0,0. ry°O INSTALL 6 T _ .� _ - - J...: _�:, , ...: ,Voo' �' ALL w J 93I tL � ,} o , n N W � TYPE ill ;_ _:. Q _ :_...... _.. _ Q 1'. - BARRICADE r , .0 t� fs ,., �_� ; „ ° ... \1( FLU 2t3 .:__-_.._1._.__..._.... ._;_.._-.. ISOLATION4" � `'-. fi __...__.......;.......... .. . . ...:..... r.._ .. .f .._. ,...""�. 15 -`p t€� GATE VALVE $`3( 3 ....,..:A_...:-:: ., ram+ 111 •' �..... P TEP c� € ., r - ..:, .1. = _,.,:, , .._ 5.0' S: > r. r. � t � f;. e?� � TC 291.10 ' I , E� n? - 287.1 ::. '? __ �:._; .... ; _____ _ ; Ph ►} VII ��,{ ! n �,o G 1 t ./ 2 � 27 ACRES - M1( C?� i ( 2 tcZONED 4 1 t'= f r } LOT ?R-2 a V 5.0 I PDD k.4 f F IIt N • is 7 L. ... I._.._.,... I t ' , i Y 4'STERS % I o 7.10 ACRES - . [] ,�'<;,:��``L�t r -, } .. 19, i , :' _. r �= . I : ,; .. I. PDD 1.2Q . _. .. _ ... BIKE RACK r 1", 1 "'. : LOCATION k, �" ' �s r` 26 0 �' 1 .0 rtr. - J_- yFi {� C .J 13 L1 _ Lt Li jvm _._.__ ! <,. 1.i a . S 18.0 E a ° " t _ .__ - ..... _� _ v °k18 c^•t 71 F �T--1. � 1.Ei `� > r R3.0' LE l eI 1 290. 4�1! i `IV 89 53 49 W 2791.,5Q ._.p.: F ° y L/ I\\ , M:b F, L j_Fj ( �L ,�t ! S %_v . - __ tea. X 19 - < ....._...__ ...... . . 2 .. ' .. C;....,} . n, Eh. •.�j'.!�,lT>:f y., :>#;: tP+i l::?L . _. ...... .. `..-�,._'.: .. 'O VOi_. •°P� ii.�1• L i} } ,.. 6 : S is?.13C clsa rC P.)' tr. -'E.. P.v.c t _, 5 Vic, p , ZZZ : . .. _. . _....._ ........ ... } _ _ _, E tD 0 s o 3- X 5 ,VFLUME .. -, :.:.'. lii<' r :;�f1,:` - ter..•' :.. f . �.. 4 � 0` - ? 1 t p_ , 5 i . V:.Jum�-� I i \ 1 �.. 7 ..J 4 I t tD 61 I 4 7 .i . - t y ' 1 c: r� ; ® STEPS e w` \: C?Qr:'<.,. i,.� \. I'`'+n. 1, % 1F> i ;./Lal. 439ti31i''i_,)fi7 f ,, k; /jam, ct�.;,,4^. G _� la .,a..,1_:.y-,.-.«..:._�. ..-t..t511 �5 �.,,,,,.. .. .._.. 1:< Ill ,1 �; .. "". v� �', } i .1 , i ; ; 25, t 3' i �r" 1 1. _ .... __..__... J _ ........_. „� /, «..,. ... ... F%i .1 i i'. u; 4 .t i lJ{,} �;�, ^< if', Fy is -:: (� ° p, r t �£ufJ. f.. t n t :, I i 10 r 9 ..:.. ... r 4... , .... ,: .. - ,l , j t . r r':1 _...'i ..e fi z. .�< c #r t .�e _ _...<.- __ i•.� y: )T ;. --' ISOLATION 4" 6 �,9 Q < J S -_ __ �,) ,._Lt t s ii a L !-' _ :._t - t _ _ , . s'�"' _ _ _ .I" , L ..:: Y.__.. _. . L :, �_ r' Lg O S t • 1' QS`Q, ' i GATE VA } # 1; I ." €- 15' P.U.E: 1. VALVE VII # `_ ;� , `.Al _ q _ , TC = 292.50 li FL 18" = 287.60 J� FL 18"287.50 X. .I,.j: , ; ,r r . 4 - LC7T 2R`1 t ... 5 ncno _. P _-) 7 L, - v 10.3 »r �.:�... ,,:., .:7 _,. I I r 15.22 ACRES I �. *) _ ` ZONED '`1� • ® ° 0' 1. PDD �'' } ;r 4g 30 1.y R3 ° 5; ;•-'-•.i'.-..Y_�.y-.r.- .._,._r i "i .:. ::) , `f '..,"ate' i '>;;. ` u('..__ N.", ' `� p <., 7. , y, ,.. . ) 1 e i p.:_i :.-�.....� .... , � ._ � j }..-�t...__._......3..-._„?:,iT.;;r,(C,is<:,; i "--^^--••- i%i"liTi,^• .1^�i .. 1y r ,a^La .u,.ly . ... ... .. _ . _...._..--- i t ' •0 29j --� _... _,_...-_._ ... _ _, _..... .... J ti i ,,' _ Ivv ._ ...............,_., .,...:.._ .: �. r `� 1, • /= # j #- ' , I I it Q' Q I '- .. -- IS'Ui71L,U#e4G t:ic;,',Cr ��_ _ _ _... _ .... ._. _ sti , �.: 1 -1 ti --•-' 'r--" i Fiz f tl. , ., T..I �.L ;.cx.,. , ..j;� . , 7'}- i :<.r ..._,..,r.,..._..,.. i'-...,• }�...,.. s"} .... .,..,r.yZ. ,3, r_...-w . i Y^"'-•' v""F,'-w. !W - €` „4• - ' P ,ram , .. , I , 1 1 1 t I ? i ( , ....J .._` .... I :....J. # I.. _ . _.... _. _ 1__1-j__. ,._ _ .. _...__ , .. _ .. K � , ,_ . r : .-.-g:, r �ta 1. I . } r { I 1 i i I - 1 I f 4 £' #..AaI ESCAPE= SET[3AC!<< � L r,. 1/4" THICKNESS (TYP.) NOTES: 1. DOUBLE BACK HOLDS 4 BICYCLES. 2. FINISH TO BE WEATHER RESISTANT, BAKED -ON POWDER POLYMER COATING. 3. ANCHOR BACK TO CONCRETE WITH 3/8" X 21/2" WEDGE ANCHORS AND TAMPER RESISTANT OR WELDED NUTS. (4 REQ'D) OR SET TUBING 12" BELOW GRADE IN 24" DEEP X 6" WIDE CONCRETE FOOTING. 4. CONCRETE BASE MAY BE COVERED WITH DECOMPOSED GRANITE. 5. PLACEMENT OF BICYCLE RACK SHALL BE CONVENIENT TO MAIN ENTRANCE AND IN A HIGHLY VISIBLE AREA. ;- 31" _ 28" __.L.�...,- 3' MIN CLEARANCE 1" X 2" RECTANGULAR FROM WALLS OR STEEL TUBING BASE. OBSTRUCTIONS ON ". _ 11 GAUGE BOTH SIDES AND BACK. FRONT TO 1/8" X 2" X 2" X 0'-2" HAVE V MIN CLEAR E W ANCHOR BRACKETS / AREA. __ _- 1/2" HOLE. WELD TO BASE. (4 REQ'D) ; ,\ -, .-r-r-i 1. 1" X 2" RECTANGULAR STEEL TUBING BASE. 1/8" X 2" X 2" X 0'-2" ANCHOR 11 GAUGE. BRACKETS W/ 1/2" HOLE. WELD TO BASE. (4 REQ'D) N _N vo0 - „} BICYCLE RACK DETAIL N.T.S. - "., .�. _ , �; : .� �.w.v a „onk"cw° t°w.±wnrarT rrIEure r+oewacero 8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4" WHITE LETTERS STATING "FIRE LANE NO PARKING TOW -AWAY -ZONE" fN!> O„ almm, _mQ_- VM*1 A mONXr d(M &M1 3HJ 11 .." L! T�V- T_._I FIRE LANE MARKINGS '.r, "`" 1 318" +`1+�' 2" B SERIES 1., ' 2. 1/8" 2" DESIGNATED 2" C SERIES 18" : 1 1/2" PARKING 2" C SERIES 1 1/2" ONLY 1.11 2" C SERIES 2 112" SIGN A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T,S, STONE RETAINING WALL RETAINING WALL I BASE REFERENCE LINE ( 1,9' MAX WALL HEIGHT. .F . . SEE GRADING PLAN FOR DETAILS j • ' /, COMPACTED SOIL PER /%//\///��, _ . • - j\ GEOTECHNICAL ��/j\�// \j/� SPECIFICATIONS _ //\/\ • • ' \j\ p� p 6" MINIMUM COMPACTED \�/%//\\//\\//\\//\\�/\\//\ GRANULAR BASE ' /i�//,//�/i\ /�/i\� . /Au'O q rY J•,.. ti �c, r ---? 1��` 9s �� '296 . n rn fl .i • m fl-' '"' wE I - < 0: .r c i� h . 7' _7,_... to W 58d 8 s,.rr�,s 77°532 c; t1 �` ..► LANDSCAPE WALL DETAIL N.T.S. R ° > ��. , P 3.0, ti rYp, PT ... 4> r � L... ...1- ..+ .r t... .. REINFORCED PORTLAND CEMENT . CONCRETE, MtN. COMPRESSIVE #3 BARS @ 18" O.C.E.W. STRENGTH OF 3500 PSI AT 28 DAYS. i \ . :y r•. ,; i T- $„ CARIFY & COMPACT 8" MIXED WITH 5% HYDRATED LIME (BY DRY SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY:(ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. LIGHT -DUTY CONCRETE PAVEMENT : N.T.S. REINFORCED PORTLAND CEMENT #3 BARS @ 12" O.C.E.W. CONCRETE, MIN. COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS. 6" 4 :~_ ; 'sy " ' $" < I I �-SCARIFY & COMPACT 8" MIXED WITH 5% HYDRATED LIME (BY DRY SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. MEDIUM -DUTY- CONCRETE PAVEMENT . N.T.S. INTERIOR PARKING ISLAND REQUIREMENTS - PHASE 16 TOTAL INTERIOR SPACES: 153 SPACES TOTAL INTERIOR ISLAND REQUIREMENT: 1,836 SF (153 / 15. 180 = 1,836) TOTAL INTERIOR ISLANDS PROVIDED: 7,299 SF TOTAL END ISLAND REQUIREMENT: 2,160 SF - (6 PARKING ROWS' 360= 2,160) (180 SF REQUIRED AT THE END OF EACH PARKING ROW) TOTAL END ISLANDS PROVIDED: 3,964 SF (OVER 180 SF PROVIDED AT THE END OF EACH PARKING ROW) ri EVIBMED 1 P� SEP 12 2011� DEVELOPMENT SERVICES PLAT FILED._ff5 _ NOTES I / 1.; i r % 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-WAYOR 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. S 6. NO PERIMETER FENCING OR GATES ARE PROPOSED AT THE PERIMETER OF THE PROPERTY. FENCING WILL BE PROVIDED AROUND THE SUN DECK AREA. REF. LANDSCAPE PLANS FOR DETAILS. 7. COMPACTOR PROPOSED IS FOR PHASE 1B ONLY. 8. NO EXISTING PARKING SPACES ARE INCLUDED IN THE PARKING PROVIDED TOTAL. 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 RECT LY 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 NOT LOCATED WITHIN THE FEMA 100-YEAR FLOODPLAIN BASED ON FIRM NO.48041C0182C. REF. LOMR CASE NO.08-06-2506P. 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 PROVIDEA MINIMUM 10 ,25 GPM OF FIRE M FLOW. 14. FIRE SUPPRESSIONS 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. 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 AWWA C900 DR-14 CLASS 305. WATER LINES 3 AND SMALLER HALL BE { ) S TYPE K COPPER TUBING. REINFORCED PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE #3 BARS @ 12" O.C.E.W. STRENGTH OF 3500 PSI AT 28 DAYS.\ - . - +.` �: !LI 1111�--I -- $„ SCARIFY & COMPACT 8" MIXED WITH 5% HYDRATED LIME (BY DRY SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. HEAVY-DUTY CONCRETE PAVEMENT N.T.S. NOTE: EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS. P.i.'S AND P.C.'S TYPE "B" CONTACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" 1/4"R -�, I 28-DAY CONCRETE STRENGTH = 4000 psi Q= #4 BARS J2J 0= 3/4" X 18" SMOOTH 4„ EXPANSION DOWELS TYPICAL COMBINED . CURB & GUTTER SECTION N.T.S. 6" 7„ \; �\ 1.// I \ \ �' r'1. S1OZ- TE �P / .. ", . NX ,,/ `_.\ . nIN \.. \ • ,1 t r 1, / ,, ',.`', r`. 1 r:,? . Q a '�: .. /�� r \ ,\ VICINITY MAP` V NOT TO SCALE N �.A I c f/� U) 0) x SEP 12 2011 4) Lu N AGE TKO ate..cu g tL ENGINEERING O C3 Q 6 T NORTH jfj E.s �. _, o N0 m co ws. it sip "� V! -�'tY �" V 1L,s. .. X uj ()� j`QLu Z {x -.'r - W (O o 0 GRAPHIC SCALE IN FEET d Rt�iE i w o w M . 0 20 40 80 y-CUL v Ix .o ui ' I"W ri 3` 4C,� h U) -:?' z v' tti 9 N. 0'T .R F Ix 0. I <C w SITE DATA SUMMARY TABLE rz ZONING PROPOSED USE GROSS ACREAGE TOTAL DEVELOPED ACREAGE PARKING REQUIRED: TOTAL BLDG. TYPE NO. OF TYPE PARKING TOTAL UNITS REQ. VI 1 1 BR. 1.5BR. 1.5 3 2 BR, 1.5BR. 9 4 2 BR. HC, 1.51BR. 12 19 4 BR. 1.0/BR. 76 4 5 SR, 1.0BR. 20 VII 9 EFFICIENCY 1.5BR. 13.5 36 1 BR. 1.5BR. 54 24 2 SR, 1,5BR. 72 .12 3 BR. 1.01BR. 36 12 4 BR. 1 0BR. 48 12 5 BR. 1.0/BR. 60 VHI 1 3 BR. 1.0BR. 3 11 4 BR. 1.0BR. 44 VIII-a 1 2 BR. 1.5/BR. 3 1 3 BR 1.0/BR. 3 10 4 BR. 1,0/BR. 40 TOTAL REQUIRED 495 ACCESSIBLE PARKING REQUIRED 9 PARKING PROVIDED: REGULAR SPACES 420 ACCESSIBLE SPACES 9 TOTAL PROVIDED 429 TOTAL BUILDING Sq. Ft. BLDG, TYPE NO. OF BLDG. SQUARE FOOTAGE TOTAL SQUARE FOOTAGE CONST. TYPE SPRINKLERED VI 1 46,222 46,222 5A YES Vil 3 35,121 105,363 5A YES - VIII i 18,459 18,459 5A YES VIII-a 1 18,459 18,459 5A YES 188,503 Sq. Ft. TOTAL # BEDROOMS: 440 BEDROOMS PER DEVELOPED ACREAGE: 61.97 TOTAL UNITS:160 T # ACREAGE: 2. UNITS PER DEVELOPEDAC 2 54 WATER DEMAND BLDG, TYPE WATER DEMAND (WSFU'S) GALLONS PER MINUTE WATER METER SIZE SERVICE SIZE 171 VI 544 132 2" 3" 18 / VII 444 112 2" 3" 19 / Vtl 444 112 2" 3" 20 /VII 444 112 2" 3" 21 / VIII-a 207 67 2" 2-1/2" 22 / VIII 207 67 2" 2-112" SI IT` PLAN �'AMPUS VILLAGE -PRASE 1B LOT 21? THE WOODLANDS OF COLLEGE STATION SUBDIVISION 160 MULTI -FAMILY UNITS DEVELOPED 7.10 ACRES CITY OF COLLEGE STATION BRAZOS COUNTY, TEXAS SEPTEMBER 6, 2011 DEVELOPER APPLICANT/ENGINEER CAMPUS VILLAGE COMMUNITIES KIMLEY-HORN AND ASSOCIATES, INC. 919 W. UNIVERSITY DRIVE, SUITE 700 12700 PARK CENTRAL DRIVE, SUITE 1800 ROCHESTER, MICHIGAN 48307 DALLAS, TEXAS 75251 CONTACT: RAY BEHLING CONTACT: KEVIN GASKEY, P.E. TEL: (248) 609-0406 TEL. NO. (972) 770-1300 FAX: (248) 609-0425 FAX NO. (972) 239-3820 a c I A m 0 z 0 cr' a Z1 V ! lt-t i o ., .S` .'•.* I or*: �..,.: KEVIN •S. :* / ASKEY ,.. if ................................... r 69165. :;..." It�i�s�ati,�i . N��?- G � U) 2 N Y O N c0 >_ m ca �o m Q W to 0 U ►n 2 zIII w O� a !�-. - D ¢ N U) o ILL') o 0 U W f 9 V W .J W z o Jr.ff.f > W � „� (J.i < _j U. t.r O 2 o < � U z Q 0. m SHEET NUMBER C-03 0 z III Q 0 O Q 0 z Q z It 0 S y to 1 r 0 N In, 2" 2" LOT 1 R #3 BARS 43.45 ACRES WOODLANDS OF / 4" COLLEGE STATION, LP / CALLED 73.45 ACRES VOL, 7051 PG 158 ZONED LONGITUDINAL SECTION R4 SHOWING STEEL #5 REBAR PIN ALL CONCRETE SHALL BE CLASS "A" 18" LONG (TYP.) '� "�-+ r oe ----fi r 3/4"0 HOLE 3/4"0 HOLE I-+---1 SUN DECK AREA r r r r COMMON AREA TWO 8.40 ACRES LANDSCAPE WALL _ #3 BARS PLAN SHOWING DIMENSIONS 6" 10" /r. O CROSS SECTION END VIEW s SHOWING STEEL SHOWING DIMENSIONS ` j M. CONCRETE WHEEL STOP;) N.T.S. LANDSCAPE WALL REMOVE APPROX. 79 Vol SY OF CONCRETE SIDEWALK AND RAMP PROPOSED 5' CONCRETE 'f WALK t - _.j a=54 59 ?5I s } I i R=29.5( I - f g t - L-28 24 { 1 I_. - -1 G8 N27O 31I5711 E s € -w __ ..-.. _ v._ Ej B_F FULL DEPTH SAW CUT AND REMOVE APPROX. 18 SY 14 OF CONCRETE PAVEMENT ' AND 15 LF OF CONCRETE CURB AND GUTTER AND `-'-__-•.�' TYPE III BARRIER TRUNCATED DOME PER DETAIL THIS SHEET HANDICAP SIGN --�\ SEE DETAIL I ICONCRETE SIDEWALK, Y iL z z a a z w cn F � A w upi r w a A Z rn w o w w 0 z a •no`n pci� N a �O x�g o S w � F- {3witj� � U,�6 ti x �4 o F- z > Q� A wm U cw 0 1CM-• 0 RM rm_ 00 1:12 MAX 00 00 / 21 f E 2 % V FLUME PROPOSEb 6' '. iE ; , a o f7 `� `.� r t r t l CONCRETE, WALK � e. ��- „e�,,v ;� .f+asft• [ -ti N ��' K ,., x+m �' .'c�r,� •z f ; � J� ,\9' Q' 'p ':.; .,``S rO• ' c.: .;,S. P' .,..? .~. w. `,.Fay f -x .'� �.� »••, 3.. �^'�"�•n��-��< Y' r.. ''--r . i E "^,e'•.• ,.sµ rS„r' <% >. -� ...4 - "' .v c,•-.. ,;yrse? , f r..:. y` ad /,ck ;E•f ,ax: c ✓ix ,xr+ #''- t - ` /'✓ -.t .,. .F�9* _ k._. i2 : -:fiN .._ �•,�G� i j^ V4'1��.-'v ,.•,. ��S �� ...,�- •.-� „s gx?• .-kyf't YT5 �`! . V , n',.Y - �..,' - A.r . fi.. r_y ^�,snr v.,.-: .::- :: s 7'.'"2 .. ,,. ..y-" r<. :Y•- a -' ,.JZ x . ,.> -G 9 .:. , .,n .�;>-.'--�.'�`r': v^ i•.fi :. , .� . _, Y"', rti ,.. j ,` r ✓"� !!! _.. .) •� ':;. .+. .. .•""•".,. .:.z..:^. _"+:,..', :7T'. ., �x� K.,•K..x.xr„;-•• � r;�.Y:�.'.__'u -A.' x..:e ,. ..s s'"':,T,M1r n.:: � - r, ��. /. ::`.,ice. , s •z.. ..r3�. r"'`r, � %�., {r.. �-3_.-: !,. .�_ �: -:,-/ `„Y ,-�{,'.:_.._ �3-.��.._...•_..._ _ ~� :7 4' FLUME O 3.: F ,a• , I STEPR / (.... S.' 1 r• , , :r U• b LN "Y .• s k f a F � I i - CJ 9kT . TYP. i - 2 , ff ; 3' ry a J Z S 4 F - � f,� .�,.}�` tidy .�"�•,:, �:x•S"-x / V FLUME- .� � 1r : I ... .. 4 1" .., i , ,..,._. >• .._... .. _... ter_, .. ,._.. ;. F•L .. _.,.. .i� ,. r. ..- ._... ram• . __..._. fL R Fi--^ram .,c �f J l O l E •3 r " r � t @ .�" v � l s i x s t ?i } t 9 . .:.. .' ., 1. ... .._. ._.. ... . 1 r+ 6.0'IP 9 o '.. FR O., - nPi EC LOT 2R-2 N o v 7 7.10 ACRESIL ® ®( ZONED V .. PDD 4.0' BIKE RACK ® fin: r LOCATIONS (TYP) 6-^"` , Al C yt T S E F. 1 'i. `. N 279' 89°53'49" 54± r"� 2 �,, f; REINFORCED PORTLAND CEMENT CONCRETE, MIN, COMPRESSIVE #3 BARS @ 12" O.C.E.W. STRENGTH OF 3500 PSI AT 28 DAYS. 8" SCARIFY & COMPACT 8" MIXED WITH 5% HYDRATED LIME (BY DRY SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260, COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. HEAVY-DUTY CONCRETE PAVEMENT N.T.S. REINFORCED PORTLAND CEMENT CONCRETE, MIN, COMPRESSIVE #3 BARS @ 12" O.C.E.W STRENGTH OF 3500 PSI AT 28 DAYS. ', .� .�•'..'_,•:' a �•: � ._�•. f 8" SCARIFY & COMPACT 8" MIXED WITH 5% HYDRATED LIME (BY DRY SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. MEDIUM DUTY CONCRETE PAVEMENT N.T.S. REINFORCED PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE #3 BARS @ 18" O.C.E.W. STRENGTH OF 3500 PSI AT 28 DAYS. 5" 8" CARIFY & COMPACT 8" MIXED WITH 5% HYDRATED LIME (BY DRY SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. LIGHT -DUTY CONCRETE PAVEMENT {71,p �'ffi t 1 FULL DEPTH SAW CUT AND j REMOVE APPROX. 46 SY OF CONCRETE PAVEMENT AND ,t 66 LF OF CURB AND GU & gARRREE (RAMP O,eM•b. BARRIER ti �1 FREE RAMP l O B,F.R. ��.^�" r f� 4 9• V' y INSTALL �r J � t TYPE 11{ r' i' CJ >t� A BA RRICADE r 1� �y Y s . i'n•. LJ �S of x, 9 :c L. -f* r 4. � LANDSCAPE r in WALL B.F. FULL DEPTH SAW- , rx4 _. „. y,� g CUT AND REMOVEs� f.I i 6.01 APPROX. 56 LF OF K CONCRETE CURB ` t to AND GUTTER: < N I u„ 53, w 2 �.. ° G FULL DEPTH SAW o 5 0� CUT AND REMOVE BF.R B.F.R APPROX. 27 LF OF {? w CURB AND GUTTER m 5' AND TYPE lit i N ,r ( BARRIERx _ t { 90 cr . 0' Pi :Y i t J . . FULL DEPTH SAW CUT AND 22•d o """ -" T^ ` '` ^� o - t. o Cm? APPROX. 299 SY OF (TYF' i cr o fl 6 �o 3 CONCRETE PAVEMENT AND o . - F is r�': t { �26.L1, t= 5 ° 239 LF OF CURB AND GUTTER 1 � 4 ;.-..-_ .__ ANP TYI?E_III_BARRrz R n { iJ *Ott i BARRIER FREE RAMP ) SEE LANDSCAPE ARCHITECTURAL i PLANS FOR RAMP DETAILS TRUNCATED DOME LOT 2R-1 PER DETAIL THIS SHEET 15.22 ACRES FULL DEPTH SAW CUT ZONED AND REMOVE APPROX, HANDICAP SIGN PDD 58 LF OF CONCRETE SEE DETAIL CURB AND GUTTER Rl I -Al Dill'- 0 1.12 MAX N.T.S. B.F.R _ O 6' >� _ CGF B,F.R � � �...--�' `•.�t � �� i �� ; ,r'� _ j v . / (TYP,) t 0, t i .__F{.J_... f,...•-<'"" t szy`,-N� 0 - FULL DEPTH SAW CUT y x M. 0 AND REMOVE APPROX. R WK Q 28 LF OF CONCRETE CURB AND GUTTER:• f - PAINT 4" STRIPES 2'-0" O.C. @ 45° TYPICAL 9'-0" 9'-01, 9'-01I r r NOTE: • ALL TRAFFIC MARKINGS TO BE THERMOPLASTIC AS PER DIMENSIONS SHOWN. • HANDICAP RAMPS SHALL CONFORM TO THE MINIMUM ADA STANDARDS HANDICAP SPACES DETAIL N.T.S. wo- 7" w. i._ 1 I i ; I I I i 1 PAINTED HANDICAP SYMBOL SEE DETAIL THIS SHEET : c M t ,rtrc r& ryhz 3 () x 4 tt o f FL 1 1 ..�• k ri n o 0x� �r1;"-- i '- e s ' - .► �S71°53123 1 I 6.5' BOLT SIGN TO POST (TYP.) io j HANDICAPPED AND 12" PREFERRED PARKING SIGNS D TO UTILIZE THE SAME SIGN RESERVE ASSEMBLY PER THIS DETAIL PARKING HANDICAPPED PARKING SYMBOL N.T.S. 2N2"088" STEEL TUBE EXTENDED INTO CONC. FILLED PIPE. PROVIDE WELDED WATERTIGHT CAP. TRAWLED CONC. CROWN PAINTED TRAFFIC YELLOW. 6"DIA. STEEL PIPE BOLLARD FILLED W/ CONC. PAINTED TRAFFIC YELLOW. PROP. PAVEMENT -- W/SUBGRADE #6-14" LONG BARS ONLY SPECIAL HANDICAP SIGN SIGN COLORS `4 BACKGROUND - WHITE `%' SYMBOL - BLUE TEXT GREEN z EACH WAY THRU PIPE. V-6" DIA. CONC. BASE 2" DIA. "PREFERRED PARKING" SIGNS N.T.S. GRAPHIC SCALE IN FEET 0 20 40 so LEGEND - 3500 PSI REINFORCED O5" 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. - - -FL- FIRE LANE LEGEND 1 O HANDICAP ACCESSIBLE G SPOT TYP. SEE DETAIL PARKIN SHEET FOR STRIPING AND SIGNAGE. 0 4" PAINTED WHITE PARKING STRIPE TYP. f 3 SURE. DUMPSTER ENCLOSURE. C SEE ARCHITECTURAL PLANS FOR DETAILS. ®CONCRETE WHEEL STOP. SEE THIS SHEET FOR DETAILS. AIR CONDITION UNIT BARRIER FREE RAMPS. B.F,R. REFERENCE LA PLANS FOR DETAILS 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 JULY 22, 2011. 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 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. NOTES: V-0"x1'-6"x.080" ALUM- PREFERRED PARKING SIGN. SIGN TO READ AS NOTED ON DETAILS W/ IDENTIFICATION SYMBOL, BOLT TO STEEL TUBE W/ 3/8" CADMIUM PLATED BOLTS, NUTS & WASHERS. HANDICAPPED PARKING SIGN SHALL CONFORM WITH ALL CURRENT AND LOCAL CODES AND REGULATIONS. t s"-�,II° A INJ SEP 1 2 Z011 GU5 L " tom 5 ;. <jN DEVELOPMENT �PICES PLAT FILED. �e w 0 ui 4-1 � � c o L_ --- g N u- O U I = 0 nM� N co ti L NLL QLu �O Z >Q Yco O w QtIX �NFw- h W W w UOtY `L S Q a. [L w o ~ N ♦*• WI.:*'::�k�l .......... .:.... KEVI N S. GWSKEY I 69165 C S EIS >> NAL �N �- c� cn cq Y r O 6 N � 7: � } In m UC>Q w Z m w w N W w F- F- 0. W -} Q U cn U w ao dn. (n w a o U W V N-- J Z ...� > W < (rlvjAJ/ I w- r LU n = J o LL nn 1..l.� U ILL Z z z Q 0 Q J U) J � W � z 75 Q 0 Q U� SHEET NUMBER C-04 U z w F- U O Q 0 Z Q z 0r O r w J Y T NN a s s d l 100-YR FLOODVIAY �- PER LOMR CASE NO. i i LOT . \ �-- 43.45 ACRES / .. ......... I., WOODLANDS OF COLLEGE STATION, LP / CALLED 73.45 ACRES •� \ / _� ...-�-f"� "�---� • • VOL. 7051 PG 158 ZONED \' 100-YR FLOODPLAIN R-4 ` r... PER I..cAl cAsr_ ;gin. r- t COMMON AREA TWO 8.40 ACRES i REFERENCE LANDSCAPE PLANS- ;� FOR SUN DECK AREA GRADES-- TW 288.50 `� • . I ._ .- ; -- W 287.00 -- • r---�'. -'� •-- .. W289.50 ° 289 00 - ' ~ ° w �. 287,50 288.5 f 286.50 % A 289.00 ° ° ... 6E. �O ; 287.00 pSED 286.50 �' XP % r� 287.50 289.00 28700 �. •- 287.2 / u t3�., l z ; 2as.oQ . Fe :FF � 287.50 �.. 287.40 : '• '. '•, � , ` . F92j 5 FF- = 289.5 f 3 •21 2s6 so '0001/ / � � � __.. •:c c'' ` � ill / TW 289.25� « y ` / ' 287.50 289287.60 8\� - - - - - 288.86 , 288.50 • 61N .25 \ 4 t X 1 287.20 It i 288.50 4_6 c, . 291.50 � _ - .. Oyu. r u / . 0 �.. �•' _ .. _ 288.80 � .8 �.,...--....•••-..•- . • ,.. 291 AS ' , ... 291.60 `.� 50 j �'g - _... TW292.00 .. j / 2$ x r , .. �, 1. {: ------ 291.80TW i 291.80 'f ' , _'� 4 1 75 r . ', 5; 290.50 , � ,, ��' 290 . t BW290.10' i r I ... X 29 " 290.14 .29 _ :...,. _ ._.. _t_.. _ ::. r 291.80 BW . _ 293.40 _ , -_„ �.� . 292.50 293.5 5 �, .» 0 U} 292.Q0 _ _ / 291.7 w �?.-.. t <.a:?;• v .�.»« ,. ' • ,. 292.05 `.. 291:10 :" "� S .� � 1.S 292.90 ?y2 STEP ME -..wr- -_•-. " "--` 291.00 _ FF .4 ?9A.6 �� 294.00 296.20, ? c 292.01 ' •. 292.10 - t 292 1;:'• �92,80 291.75i293.50 291.60 29, 292.45 292.40 ME/BW293.50 293.60 - i ' 292.30 292.50 ' '� - F i I I i 295.10 1 293.80 296.20 ` t f T U -�-� 293.36 11292.45 293.$0 1 f j3W293.50 - r�:6`'293.75 t; 291.20 - s ` 294.00 ��' + I T�V 295.3 294.50 292.30 I.� Jt; 7rj ME_. t� n • „1 2:, .. 293.30 293.30 f :. ' �F'- t j27`:31 `57"r �` . 29E3.49 oa`� ` cs r U�. `� 2y 1 ;f 295.30 295.50 .. 93.50 { I s ( �� 292 75 ins 4. s t " '.c. 2 . t 297.05 296.82 293.50 s �l- 295.21 ` 294.10 2 / 2 7 � "., ,r-: r"-: � X;, } ' \ X296.40 295.# 0 • ..., 93.60 y; � � 295.21a� ' 4 j i 6Q �... ( � (� 29 2( 90.80 - T .__•-r__._.r. - - ! C,� 1 1 '294.20 ... 292AO �' i ......._..._....._..:._..._._...._...._........ '.... _.. ......._.................... .. II 297.05 296.8211 -! 296.40. .. ........... 294.30 E 2 295.30 # j :• 294.50 295.40• 92.20 6 9140 290.60 ' �. - 295.50 2 - � M � ._ "�� ..^ 292 80 �_,.---..•' .... .... \\ _1- FF = 303.2 ac 293.20 291.20 ® 293.80 7 294.40 291.80 292.70 ^� E 294.50� cy AD 294.00 295.29 294.68 - , _ 293.60 294.10 - FF = 295.5 �- `1"294.48 294.00 294.20 295.34 294.67x 294.47 1 20 295.29 o 293.80 2936 29450 AD r 1 FT. EXPOSE D ffi dt %t 294.40 294.50 GRADE BEAM �- - '` 7c r� • �.. 293.88 E in 5 J-r. 9436 AD x �295.95TGt """'" \ G .' •--~ -Ft - -FL } FJ M RAMP GRADE ( 292.50 - . ..a 298.10 t__... -- n !S TO NOT . , � 294.10 ! 292.90 t I 1 ' 294.50 y o • 29 .90 298.10 •�, 3 � C� l' t } EXCEED 8 /o 5.45 j i `� 29 n. t 293 30 - = 1 STEPS -' 295.50 293.70 "FF 29$ 4 _J--�..'" AD • � 298.1 294.50 294.50 X292 '! '; ;f� 1 ; _t :- _. _ _ €..Y .'•it 296.10 1- 4. 293.6 - 29 20 29 294.30 0293.35.35 . .70 ; 2 0 295.80 29.20M W)' 293.50 291.50- 6.5.293,70 295.66 U 295.00 } 293.80 �y�A' 291.80 \ �..._ z ME _t c� I, r-TA / LOT 2R-1 I_ �_� 298.10 297.10 -- -T _ I 'f N f-F = 300. r =_ I ! .. _ AD V 295.75 n �o t t ` .► '�. t ;. i '^f.........'� 13.22 ACRES ; 297.26 29 .1Q } M ��5.00 �; t j 292.00 - > ZONED 297.10 297.94 - t 295.50 �. . �9^ 293.40 293.30 /j PDD� AD V 7.89-' 297.00 x295.30 ` t -" 1 V 297.89 ' 295.55 ` 293.40 > > > r , . "ter l� ._ - _J 28 297 15 96 > 297 293.50 . 1 i�� 1 297.60• c k 295.80 r a. __n_..} B V( f=w :.� s E G .F�� .,i } su k:5r i ,_ 296.63 296.85 c > - i__.._.._.J pr fcc r)^ I ; �_.__._... - i �_ _ a ; Li t ..__- # tr nat rsr + ' 297.40 �t �1 295.90 295,80 m A.> , r -- m ME 297 00 ,, - _ - 297.30 1 297.40 297.08 2g2 1 i, 295.90 1 > . L 295.90 2616 _j_,. J_ I._ /` ~298„�30 wlfi. 1 -I ' ,2 - �_t�.L ..."` ,298.40 .... S 1... .. ---• s�. 298.30 298.315 r 1 t 298.50 > ` t _....�_:.}�� . �,,� _ . w...f•,_3_._. ..;;E_. __.,�.____. .�. _.._ _�. _..FL� , __ I �� -€.__ __.... ,:, __..: - _f- ,. t c.__.: ..� T.._ r_ Tct tc •-•^ 1 1 � � _ M 7.58 297.70 »I f j N' 89'5341 " W 5781.49' ir ....... _............. .._ ........... .. . BENCHMARK TYPE 2 TxDOT MONUMENT N 10200171.72 E 3556987.12 GPS 9 289.74 GRAPHIC SCALE IN FEET 0 20 40 80 NOTES 1. ALL GRADING SHOTS SHOWN REFERENCE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO VERIFY T.A.S. COMPLIANCE. FOR ANY QUESTION CONTACT CIVIL ENGINEER IMMEDIATELY. 3. ALL SIDEWALKS SHALL HAVE A MAX. OF 2.0% CROSS SLOPE 4. REFERENCE GEOTECHNICAL REPORT FOR ALL SUBGRADE PREPARATION SPECIFICATIONS 5. CONTRACTOR TO ADJUST MANHOLES TO MATCH FINISH GRADE 6. ALL HANDICAP SIDEWALKS SHALL NOT EXCEED 1:20 OR 5% SLOPE. 7. LANDSCAPE WALLS ARE LESS THAN TWO FEET IN HEIGHT. 8. FOUNDATION GRADE OUTSIDE OF FINISHED FLOOR IS 0.50 FT. LESS THAN FINISHED FLOOR, UNLESS OTHERWISE NOTED. LEGEND 286 PROPOSED PHASE IB I CONTOURS -- - - 286 - - - - EXISTING CONTOURS i i I SWALE ---------- HIGH POINT I X 285,25 TOP OF PVMT, X 2885.25 TC TOP OF CURB 25 X MEE MATCH EXISTING X 285.25 Tw TOP OF WALL 285.25 X 6W. BOTTOM OF WALL 285.25 X AD AREA DRAIN SEE SHEET C-09 FOR DETAILS. FF FINISHED FLOOR R8 - O FLIANCE SEP 12 2011 COLLEGE SIATION ENGINEERING ,v " - CA U TION! ! - V. VI",� 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 DISCREPANCIES ON THE PLANS. 5 .� a2 4 CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) to z 0 U) w w o z U w 4-0 F- co cv c CIO C am L_ - gColo, LL O t3 QC'2 I O QMLL ` cry a N C� U) � Q ~�z �00 mow J W wzcw U0 CL �=cn LY 3 jL W a 0 04 T-' 411'r.-rimst KEVIN S. �� KEY .'° ........69165................ 91�65 ......� Z C) U) to O N �o W m U ¢ m n m A U u) W w � Z Z w U � w I- a a cn w te- v LU o a � U ac)n U)) tU a W 0 J W z �W< �� (D Z J O O z Q J z SHEET NUMBER C-05 0 z w F_ Z z < w LIJ o Uj W ul iL to e Z' K L zo 1) Uj x ww c> m 10 0 0 Z 0 0 0 0 GRAPHIC SCALE IN FEET 0 20 40 80 LEGEND AREA DESIGNATION PROPOSED DRAINAGE AREA PROPOSED DRAINAGE FLOW ..... ....... . . J. 8 7. 18 0. , 10 0.76 �b 2 6.33 0.48 10, 9.34 10 8.63 10.49 25 9.66 11.98 to 11.15 13.55 100 11.64 "14A*4 TOTAL 10.22 50.36 61.18 s 68.66 78.45 88.711 92.61 cl) 00 C14 ca (600) L 0 CT co tu tLULI < 2- LL Z3. L" C" w ..•. .... .... c: 4 5 e" IV. jn Z FD W U2� LIJ 0 7 w a.... ....... ........ .. 4, P c\1 .. ..... ...... 2`4 ...... .... 00 co if C11 i` ,`ti, o` :r i I � E• _ ,.,t�.:=�' .:�..� .' � � -_ l . � t Y n,,.,,•.f .. rd'cS "^"� � ';�a'' ''` � r{r 46� _7 289 KEVIN S. KEY C .............................. P) A, 69165 J. low 18 V.'- ZICEIA, 77 "70NAL F '- 2 too mom .1 n go Ar roo 00 Pul11 • 15 .0 4, 290 c\1 0 00, Poo 1A z ce) Im W W C) Z 292 i — i 4 1 1 . : W c'j A 'r . P I I I . i - . L� - - w W LU 6=54*51'15" f w R=29.50 x Of w 0 w x 0-5 00) (j) a a 0 ca L=28.24 �94 .. ......... 6 5 A SA CB=N27*31'57"E C=27.18 -3 gv 10, . ....... 0off -3 LOT 2R ' 2.27 ACRES ..... .. ...... A ........ ... . — ----- 41 = I, J w U) z 0 D wow- ZONED N PDD w ..... ..... U v v v LOT 2R-2 r! 7 cr) PDD w .... ..... .. . Lnv J", AA . ..... w .. _ .............. . . ... .7 ..... .. . .............. . .... " CL O �7956OP- 4 - ...... ...... ...... 7 0 . ....... . . VIEWED FOR 'RE F1 4-as ...... n .ate COMPLIANCE mm k- Iv�Pm 12 2011 ? <�o low left n COLLEGE S LOT 2R-1 IATION 15.22 ACRES .ma ENGINEERING woo ZONED 40 PDD J 100 NEI 1- CA U TION! kf 7 Ew mom t iff T EXISTING UNDERGROUND UTILITIES IN THE AREA im"n w CONTRACTOR IS RESPONSIBLE FOR DETERMINING I i'K W 580.(il' HORIZONTAL AND VERTICAL LOCATION OF THE --S A- 40 7 23 —R, ALL UTILITIES PRIOR TO CONSTRUCTION. x� 4� 1 =moo CONTRACTOR SHALL BE RESPONSIBLE FOR ANY 7— L! N 89"53'41 W 578.49' \ ' I - � � 1, 1 V. I REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE Uj INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Z atn CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS SHEET NUMBER (@ least 72 hours prior to digging) -06 C m w F- m w A w co Ul � a: ul a 0 w 0 0 W 4 M (/) CO � O -a a pC2 w o v aMg v g = b N ~ Awa I- 3 U,' 'n Hw IL w jgi o 3� z >' a M a�Q U �. N O �..xas A3 F-. Line Station HGL In HGL Out FL In FL Out Length Pipe Diameter A P R Pipe Slope Incremental Flow Total Flow Pipe Capacity Q / Q Cap Velocity Velocity Full V / V Full Velocity Partial d / D Partial Diameter Velocity Head n SE - -_ Hf Kj Velocity Head Loss LINE C-9 ... .. . . . BEGIN 0+9189<"" 283.73 280.12 LAT C 9 A 1+4tY$7 < 283.89 284.01 2$0.90 280.80 48.98 36 1.OQ; 7.07 9.42 0.75 1`39% 22.05 50.83 78.59 0,65 7,19 11.12 1.06 11.78 0.58 1.74 0.80 0.013 Q,5$% 0.28 .":0 25` :. -0.12 LAT�C-9 B 2+37 56i'. 285.58 285.45 283.72 283.22 96.69 24 00' 3.14 6.28 0.50 2.40°!0 ` 16.14 28.78 35.04 0.82 9.16 11.15 1.11 12.41 O.fi8 1.36 1.30 fl.013 1.62% 1.56 ' 0 25 0.13 END 1.3+50`74-': 287.22 285.52 113.18 ,,,y,18 00:. 1.77 4.71 0-38 1;'S9% 3 12.64 12.64 13.25 0.95 7.15 7.50 1.14 8.53 0.78 1.17 0.79 0.013 1,45% 1.64 0.00 7 LA G 9. B _: .:: :.. :.:. x .1EGIN 1+0000:: 285.58 283.32 -_" END 1+25 OQ 285,65 285.62 283.38 25.00 ` 24 0Q' ^ .; .: . 3.14 6.28 0.50 0tttt-'24% : 9:11 9.11 11.08 0.82 2.90 3.53 1.12 3.94 0.69 1.38 0.13 0.013 0,16% 0.04 ''.0 25 0.03 - - LA 9 T:C B1 ..,.. . ...... .: .,.... .z. ;: „ ,. : .:. , .. ;:: .. BEGIN ' ` 1+04 00 285.65 283.98 ": :: . END A+$1;50 285.67 287.50 81.50 ;18 00 _ - 1.77 4.71 0.38 �t=32°!0. 1:68 1.68 21.83 0.08 0.95 12.35 0.58 7.13 0.18 0.27 0.01 0.013 0.03% 0.02 0.00 T. C-9 2 LA B .: .... ... , .: :. .:. , t3BGIN 1+(}0 00 > 285.65 283.98 END 1 ' 83; 286.09 287.10 87.83 t8 00= 1.77 4.71 0.38 3 55% 7.43 7.43 19.80 0.38 4.21 11.20 0.92 10.35 0,42 0.63 0.27 0.013 0.50% 0.44 :.1. 0.00 LINE C-12 ' . B. EGIN 1� pp0p' 285.47 283.57 Y - END 1+40 00_ : 285.19 285.74 283.58 40.00 24 00.; 3.14 6.28 0.50 002% .' 18.48 18.48 3.58 5.17 5.88 1.14 1.00 1.14 1.fl0 2.00 0.54 0.013 0.67% 0.27 :0 50 -0.55 - 2- .. T. C 1 A... LA - ... _ :. BEGIN _ 1t00:00 285.19 283.68 INLET 1+2366` 285.89 283.80 23.66 18 00 1.77 4,71 0.38 0:51% 1$.13 18.13 7.48 2.42 10.26 4.23 1.00 4.23 1.00 1.50 1.63 0.013 2.98% 0.70 0.00 LAT C-13 . : .. -. .. .. - . . : .. '. . . - . . . . BEGIN ' 1+00 00` 284.43 281.36 END :=. 1+52 Q0' 285.04 285.03 281.50 52.00 24 00 3.14 6.28 0.50 .0 27%„ 24.31 24.31 11.74 2.07 7.74 3.74 1.00 3.74 1.00 2.00 0.93 0.013 1.15% 0.60 . 50 0.01 LA 13-A<, T.0 ; r .. BEGIN >: �00:00 ; 285.D4 281.60 - _, .. INLET +3 -- - . 2$5.51 285.43 282.30 282.20 34.12 24I.00,' ' 3.14 6.28 0.50 1 76%„ 2.39 24.05 30.00 0.80 7.65 9.55 1.11 10.58 0.67 1.34 0.91 0.013 1.13% 0.39 `0 50 0.09 INLET 1+869$.`: 286.01 286.00 282.60 282.50 52.86 24 00 , 3.14 6.28 0.50 038%. 0;44 21.66 13.92 1.56 6.89 4.43 1.00 4.43 1.00 2.00 0.74 0.013 0.92% 0.48 0 50 .: 0.01 _. INLET 2+9315 286.92 286.95 283.80 283.20 106.17 24 0Q> 3.14 6.28 0.50 Q5?% :' 8.49 21.22 17.01 1.25 6.75 5.41 1.00 5.41 1,00 2.00 D.71 0.013 0.88% 0.93 0.26 -002 INLET .: 3+4294 :' 287.81 287.65 285.30 285.20 49.79 1$ QO=: 1.77 4,71 0.38 281°:I r!0 2.74 12.72 17.61 0.72 7.20 9.97 1.08 10.80 0.62 0.93 0.80 0.013 1.47% 0.73 :. 0 50 .' 0.15 -..-'--IN;ET' 4+41 22 289.10 288.69 287.60 287.50 98.28 ,.1$ O0 1.77 4.71 0.38 2 24% 5:84 9.98 15.72 0.64 5.65 8.89 1.05 9.37 0.57 0.86 0.50 0.013 0,9p% 0.89 :0 501. 0.21 M H = 6+0 !: 32 = 289. 35 289.35 288. 80 160.10 `. 18 f10 .. 1.77 4.71 0.38 0' 75%'`;: 4:14 4.14 9.09 0.46 2.34 5.15 0. 97 5.01 0.47 0.71 0, 09 0.013 0.16% 0.25 05 0- 0, 00 LAT C-.. 3 A. 1 1 ....., . .: _.. ... .., ... :: �: ... :.. . .,. .., .....:.. , - . .: .. :. *. : ' ", ..:: BEGIN 1+0000` 286.92 4I 283.80 .-..'--- '".� --�,�'-',�.i�-,,++'++,- +",.,--'.�!. ��.: INLET 1+43:00' 286.93 284.50 49.00 18 00 1.77 4.71 0.38 ,��,,.�,- 143°!0 . 1:24 1.24 12.56 0.10 0.70 7.10 0.63 4.50 0.21 0.32 0.01 0.013 0.01% 0.01 0.00 _ ......... ....... 1*.... 11 .. .... ...... ...... . ........ . ;CAMPUS VILLAGE; :._,_:...:...........,...............:.._....._.........:..........................I..--......_.....,.........:..-.........................._...._............._................. _....... ;GRATE INLET FLOW CALCULATIONS (100 YR STORM) . :i. .....__.............._...._._..._....:...,_._... _..:...::.....__.........._...._......_...._....... ......_........._....v.._..._....._........_ ...._.........., . ... _ ..... ..........._.......:. . rOn Grade Grate Inlets (100 yr) . 12 1 1-12 3'-0" x T-0" Surface Grate Inlet 1 22.74 j 2.54 1 25.3 1 0.25 1 0.50 1 9.27 1 21.73 1 8.50 1 12.64 1 12.64 1 1-15 15 1 1-15 1 3'-0" x 3'-0" Surface Grate Inlet 1 1.42 T 12.64 1 14.1 1 0.25 1 0.50 1 5.15 1 21.73 1 8.50 1 7.03 1 7.03 1 1-18 :.....................................:........ -,%.... .... .._.........._..... .............. ... _ 1.:1.....I ......... I ... I.I........:..,-1... .........-.... - ...._ .. ..... ... .... ... ...... ...... ...... .... ....... .. ......... .. .... I ........... CAMPUS VILLAGE;; . ..'-"'.......... .:............ .........._..... ...... ._..... ..... - ....; -..... ...... ......... GRATE INLET FLOW CALCULATIONS (100 YR STORM) <. --'.'...._...._......_----..................:................... _ --.._ ..................:....: ............ ............... . - ..... . .. . _ t : .... ... :...............:.................................................... . _........ .: ....I.:... .. . ...... ... .... - . . . . . .. ..... . Sumn Grate Inlets /1t10 vr1 . Y% rtiiet T e x ) YP, Q Q t otat Clo m J9 g f inlet Area re ( a) Q ma x ) i rea ro A , tP P :I)ra na a Arda t g :, Inret:No !" �. y : ,..x x ,.:_.. t.. c Q100.; Received -] '� � ead H ft 1 -'A' .1. A ft 2 : CiS ft h 2 I e �.: ;. r ,_ �: cfs cfs %I~ctor , - 2 1-2 2'-0" x 2'-0" Surface Grate inlet 0.35 0.00 0.4 0.25 0.50 0.13 5.70 2.23 4 1-4 2'4" x 2'-0" Surface Grate Inlet 1.24 0.00 1.2 0.25 0.50 0.45 5.70 2.23 6 1 1-6 1 2'-0" x 2'-0" Surface Grate Inlet 0.44 1 0.00 0.4 0.25 0.50 0.16 6.70 2.23 7 1 1-7 1 2'-0" x 2'-0" Surface Grate Inlet 0.27 1 0.00 0.3 0.25 0.50 1 0.10 1 5.70 2.23 9 . 1-9 1 3'-0" x 3'-0" Surface Grate Inlet 7.25 1 0.00 1 7.3 1 0.25 0.50 2.66 21.73 8.50 ............,.._.......................................... ... ..__._... -........:............................_..............--............-..;..........,......................................:,................ I..:.....__.._.............. _ .. ;... '-- . , I ........:........... . ...... .......... . _ ........... .... - ................... :CAMPUS VILLAGE :.............._............__ -..................................:_:...,.....................:..... ...... - .... _.........,...I........ ..... ....I..- . - ...................... .... ......... ... .. .... .. ... . ..... ................ . ON GRADE CURB INLET FLOW CALCULATIONS (100 YR STORM) ..................... .. . ................... ...: ..... - ........... .....- .................. ... . i ....................I... .......... .. _.... I........-_.... .,........ %`1n rr�rin r`�irh Inlnfc 11 r1r1 vrl ' /} Driae a n wi b I let e n T vie z t� t ota ( L n SIo a o 9 P -.:: Cra Sto e ss p : L en th Re 9 4 ) q Len ` th Pro 9 p) t Efilci nc e Y A R i 3 a Q $s p Y Pass o inle# t Y .. �' .. _.' � 5s ., +,:: : . '. . �.:. '. . . .-..... z.. .. 3t}0. R e ve d 21 .: _. Cfs X �:�i .• . itl�t :.gin ..: .. ft/ ft h W e { n. d ft ft �. ft �. ):. .: ,. :_<. ...... :.:........,. .,. _ . < . _ . ,.. z < :. _. cfs ceI . __. ._. .._.. ..... ,. _ .... . . . _ ... .. ... ...... .. .. ...c.. _. � .: ..Hea , .. .,:.... _. .. , ... , ... 13 1-13 10' CURB INLET (131) 0.80 2.54 3.3 0.009 0.02 0.018 0.50 28.22 . 10.00 0.54 1.82 1.52 1-13 14 : 1-14 10' CURB INLET (B 1) 4.87 0.00 4.9 0.009 0.02 0.018 0.50 33.05 10.00 0.48 2.32 2.54 1-12 .. .. ...... .. .... :CAMPUS VILLAGE ....................................._.... ................. ... -................;....................__ _ ...._ ... ... . - ......... _ ... . :SUMP CURB INLET FLOW CALCULATIONS (100 YR STORM) - s i...._..-........-.--.._.................:..... _........._.- ......_........--.......,.....,..........:....: ,......'.-.....:.............. 1.._ - ....... _ . , .- .. -.. I... . ... ......1. .. ..............._ . €smmn Curh Inlets 110n vrl Dral a e Area _ ..'111 :IntetsNa. irate# > : e y r<. ...:::.... ... a .. Q700=,(cfs) Q' Receve.d Q`tot- � '_ (cfs) .. 10 irfi -. ,=., Factor ,: Held Oft , Levi th:; Re -`. (ft).. <:=.. ; Q may: (cfs)_.., Lin th P o S ._. t' ift) , Poridin 4ft) -' 1 1-1 20' CURB INLET (Al) 16.72 1.41 18.1 0.10 0.50 18.80 19.09 20.00 0.00 8 1-8 5' CURB INLET (Al) 2.39 0.00 2.4 0.10 0.50 2.48 4.77 5.00 0.00 10 1-10 5' CURB INLET (Al) 2.74 0.00 2.7 0.10 0.50 1 2.84 4.77 5.00 0.00 11 I-11 10' CURB INLET (Al) 5.84 0.00 5.8 0.10 0.50 6.06 9.55 10.00 0.00 16 1-16 5' CURB INLET (Al) 1.68 0.00 1.7 0.10 0.50 1.74 4.77 5.00 0.00 17 1-17 1 10' CURB INLET (Al) 7.43 0.00 . 7.4 0.10 0.50 7.71 9.55 10.00 0.00 18 1-18 10' CURB INLET (Al) 0.88 7.03 7.9 0.10 0,50 8.21 9.55 10.00 0.00 REVIEWEDFOR CDL�CE SEP 1 2 2011 COLLEGE SlATIO ENGINEERING m z O 0 > w a o1 z r U C U) 4-9 1- N C ICU uj o T L a- �NLL aMa 0 V a:0 0Ma- O N 1 00�Z w "w Q of f- w ••� D LL z LLT E -0 �o(9 a- C`' o z 3. >Mw mow a s N �w_, rn`n � M.. O ww EN,h' ozm Y a. Of a. F � : a Fw- 0 LjC"-- . N *•for ..*'I I A*: .*1 f •- KEVIN••S. KEY:••..j .69165 .:��I `/..o:. ifl�;F •l/CEtA ...'��4,,� •G� .. l�,�S/aNAL • E�� -6 O 0) U1 Y O o N m z w w ca Q m m U0 W � w Z >Z w Y 0 V t w F- J - 7 ao OV) co 0 U W cn r D < W 1-- .J W Z J ....... r 0 > W H 07 w Q wU) W D 0. = -i -i :5; nn I..L. U 11- 0 (J) W z O Q zJ QD cl�U C) J Q U SHEET NUMBER C-07 U z w Q U O Q 0 Z a z i 0 ar w _1 2 Y O N '( u mI I :1 U z w ~ CJ N d 0 a 0 x 6 _S 2 0 Q 0 i=_- w m -J V z rn H Q 0 O N a Q z 0 x J Y m z 0 pQ Q O Q z 0 n 0 5 a z 0 F z w zi D p0 b S z 0 w U Q i w a a 0 z a LL 0 w In a w ir 0 w a a w M a x U 0 a t- z w U 0 w 8 rn K a w 0 a Q w w w x r m LL sr $ O 0 z w i z P m M z 'E w cg w w la = U FF_ .. b V) W M 0 W R 3: a z N Z (9 w w w 0 >�w i _�Q+� CL x .- 9p. w b V' x�9 0 8 w x v n P u. x v, t- aza� � X(hE,o- w t � �� r 'I` y3 F z >, A 11� 0 0 Ow 0u- m -x I F f X. 20' SANITARY SEIVIVER EASE 1!_Nl ._.._ cr PG. 230 t ' , i_...._,... ", ,_ ....... ... ., _ -.... __.___ _ _ . _ ._ - - -_ . , _-_ _.._ - _... _. _.._ __ - •_-... - _ ... _... - .. _... .. _....__.... .. _1....__.. _.__...._ ..... . .., . -' ._..... �.-. ;' `` ._: _- , • `� ; 11 :1 `r `~tea .' f .' 1 ��"'�` ;I t ` j ••' ; i r ~�`.,= ' it r ,` ----.� . 11 t l r :` (' � is rI 1 I 1 !�"w' i 1 i+ 1 ! i i �: i+ . r••�- 'k it , '! i �� . is i / 1 ///// ✓ / r j : t' t . i` ° ? 1Q0-Yn FLG?DPL'AI d r` 11 ! r y-__ C 1 it 17-' ::� r �' �u cr., , GR t o� . G f,; t i� r f,} i 4 J L) cs l 1• i i i • i• i• 1 1' 1• f r' i+ i r { r� r'+ 1• l 't , '' J i ✓ f 1` 1 7' 7�. f fr ,1 F+t u J` it �V f �' - '1+7-.F. r ii U i i'r i t t, } f . t, )8 Os'1JUfP * STA 1 40.00 LAT "C-12" - 1 F: i" »' j• e• r / i> rlf i / / ' STA 1+00. 10 LAT "C-12-A : % / '. 'f i r' v i �J i' ;' r i I t•• 1 i'I INSTALL: it / �' rr I `• i' \ '' ,' . LOT 1 R \ i 2'X2' GRATE INLET f j j l' TG= 28s.5o f COMMON AREA TWO 43.45 ACRES ;'I `- : i I' ;'(s 1 f` FL 18" = 283.68=. _ , „ s 8,40 ACRES ; ;' { WOODLANDS OF ;' / �''` If COLLEGE STATION, LP ; ;t `, ;! = i FL 24" 283 58 ` . i CONTRACTOR TO VERIFY INVERT : t EXISTING 24" STORM - f �``� i ==w-- --� SUN DECK `"_:;�,. it CALLED 73.45 ACRE t' PRIOR TO CONSTRUCTION SEWER MAIN -' _ _ ----- . ; ? �' _...... .._ . _.._. _.. ,. i ....._. __ VOL 1 f � AREA -'"-•� • • / 7051 PG 58 ,• ',1� ' ; . STA 1 23.66 LAT "C 12 A _ INSTALL•' - _ - ---' ! 7 ,' + R 4 i +'• 20' CURB INLET ` - ° r- ® `. SEES EET C- F r ® EXIST! G 2 'STORM + _ _ , . i { ;� - ;STA 1 00A0 LAi "C 1 § A" ' SANITARY S ° H 10 OR I !r EWER CROSSING '- .. a t�j 1WER M IN �' , INSTALL: f + i : i TC = 287.80:: ®� _ ... X2' GRATE INLET �' ' ~ :' cr; . ; FL 18 = 283.80 , - 3TA 1+49.00 LAT -1 -A1" REMOVE EXISTING HEADWALL �` EX. 20' SANITARY /,_...__._ o {fie; .• INSTALL: TG = 284.50 (f r :�% oE4,tEh EfZ,,t:tv;t Pt1 a » _ , i :r, ,,. /,. _ .. 2'X2' GRATE INLET i' ........... L 4 = 281.60 F 2 ; :>GI_ 91.111a'3rrG.167 i / a1 "' '- !� LAT " -12-A" "2t REMOVE EXISTING HEADWAL o OR TO VERIFY INVERT / CONTRACT , >!• : I : f/ ' TG - 288 �! PRIOR TO C TRUCTION a r / j �\ , ; . 18^ sroRM , 0.51°0 ^ - ;....,_.. J FL 18 - 2 .. i, ��tt r .00 t O $ / 0 ..... - f' . _- i € .. S18� i; N `429N i' i• , , � ..-10' P.U.E. 21 a 71f 15 P.U.E . Z .... �: 1 STA 4.12 IAT .. •; < INSTALL: f i '` tt N O i �/ } _ U��I" � 5' CURB INLET J STA J3.15 LA7 "C 13 y . . w TC = 287.70 f / �' �' STA . ____0LAT"G13-A1" a O W o a' %' - o / FL 24 - 282.30 r t f ., INSTALL: o j f r' ,, 15' P.U.E. _ , y ' <> / - L 24" = 2 2.20 t r r T 1 ! i ;% l ti , XX3' GRA E NLEr :�. I r` lrr 'ti'� 1 t TG 287.20t /._ / I . E I � c '-P ' __ •-- _ - 15 P.U.E. a +' F - 8 80 �J ; > f ` PROP 8" WATER / C j Ft2 -2 + ° S 0 % , _ -t -t - -- r - _ q� t ;; . » 4 irj ; t : - - o y ; -. STA 3 11.13 LAT C 3 A RM 7/0 0 ri ' { `L /' - - - E ..ANITAR f SE.}kf; 0 @ °: �.. SANIT _ % __ • _ /- .: . ............ ........... ::.: _..... EWER .. �`7 %• i� i` I / _. %r _ ARY S ... , r / GRO SIN i + , _f,S 5 G \;t r' STA 1 81.50 LAT C-9 61 - >I f . `. / / : " jf ; , `' , % _.......... ...... _.._ _... FL 10 SS- 276. _ s i �/ / 88 p� o�� S25 "W \ 5 t t� /:.: - Ci . FL 18" ST- 283.98 e '� ir• STA 1 86.9 LAT G13 A" ' , 5 CURB INLET 1 t j r; f �' - i � 1}°t � �K 'r� C = 1. � ) f j :, 1 -.. S , T i c a + INS ALL ` STA 3 42.(4 L�T " <b l` $ C-13-A �' •/ t f. I i 1 F 18 =2875 f L 0 z �' I t , NTLL• 2'X2' GRATE N ET r ii i 1 1 S A �t t': i - JI • i , ♦ 5 _ �n f G - 288 00 i T ,., 'CURB INLET , N 0 - // / ..• .01 f �: / .. TC = 289.2 FL 24 - 282.60 - �, ..r ��:.. 0 t - ' , t , ■ o , F . z / 18 - 5. 0 .� Ft, 24 282,50 i : ' . . ..-- ~' 1 FL 28 3 a . f t , , , : , . r-1 ....- r„ .._ t _ , , , " . » _ Q . `\' 1 15 P.U.E. t,.. .,1.'=- `� / , ;r r 1 , ,` /Q / i @� t • . ry '14 I 1 p �` + - EX. 1 , HIKE A,.t3 { r\ . , Q y f' Q / l +41. T "C " �5 - $1 S.E Tf2Ai_ ✓ s . , y STA 4 22 LA -7 :,' 3-A ... _ i/ :,i •�F< i : .. - - FA.,r FIYi<`N J -.. yt S L �� _ N TAL n , , 30' o " E?.0 � , <. , •t •' tax F ✓n�.•.�r:m'✓�'-. _ . �"""- % 10 CURB INLET � VOL.... 3:3'PG. _ __- t ,: .�.._�•.��nf.»-..�... .J.i___..._.._._. ,..._.:.._.- / 1 .. .. ;,--i„-,�*�±+:,"au �`.'r>:"• .•-"_"•^'."ram / _ _ i .. .. _-. ! / 9 a, _ 8�Y TC 2 2.50 : ./ .. .. ... � t - ,,t C r J, , i \ w. .. .. " _ r ..)i. i , �Y 1 __.,,... - /� r 1 , FL 18 _ 287.60 I co �� f F �.... ___.__________._r_..___-._.__._,.._..______"_.__._.._.._.._._- t :: 'Ai �.r / I { . _... , - r i { FL 18 287.50- p j fU / � j " . _ � :.' , ; : ; Y .. � , q ( •.` � '•:,:�.;t ., '-,�': 1p,3' ,L°/ .. �o STA 1 25.00 LAT "C _-____!_I-,___.1___•'_.---_..s-_.�I...L _. _._- 2 , o TF h .,. _ .� _- .3 = a -.a� cP / ; t R .. `..>^ h M @" STA 1+00.00 LAT "C-9-B1' 5 L_._�; /, �x' t -- _. 18 / �y STA 1+OQ00 LAT C-9-B2" 0 is / . . , . j: / ,« i,' t } 5 \ m _ :r - , 1 1 \ INS A oS ♦ J3 I : ! : ' ; . • t STA 1+50.90 LAT C-13-A2 �� ... ,U / jj , » _ i 2 X2 WYE INLET `- 1 290 12 I = , ti /� �''�. f FL 6 ,. Q i a=54'S1'15" i •ra/ ., i `� STA 1+16.84 LAT "C-13-A2" �'J S , ;` , �O TG = 287.50 I t W S % % t 1 . , t I 1 f s t " - , (O FL 18" = 283.98 _ - R=29.50 �o ;, _ FL 6" 2$9.12 STA 1}8$.�7 ET G 13- ;t'; ` t ° L=2 .24 <�, c=' a' c � FL 6" - 291. 2 1 �`'. ` * �... i j t i �, `o �' FL 18» _ 2$3.98 _ _ 8 r- , n ::` - ,, O u 2' 24 _ 283.38 _._ _ , • o - . { t : a 73 n` . `.. 75' P.U.E. O TO VERIFY _ CB=N27 3 9 57 E 1' a° L .a.: 1 - t 1 4 ® c, S RACT R __. , IS ... - k 1 _ ., , P 4q 4" t NOV RT PRIOR TO ,.._... :; , y„ ,� C=27.18 15 ,U.E @ " 1 o°j i „ 10 / 1 ff .., i..'w : a - , -._ i _ _ I i -1--- ,. t' \I I j { I a �� ' t \ » .13- �.. n f JJ ��l ,N CONSTRUCTION k < - i ;i _ . � � ` _ _ -, t { o d `; - - ry STA i+87.83 tAT "C-9 B2" - �. G. ' .. 6 pv % , Gj. __t,; f 1 ! i STA 1+00.00 LA - -A 'I -� ` :-• r_a...__ __ E 2.95 �� " INSTALL' -- 1 I " ,. - : ! f i i } f * 15' P.U.E. �' -- }I , _ C P CTd:, _____�_-.____ _ _.....___.._..__.__ �� I - RB INLET z ----- • .. 10 CU EXISTING 18" STORM _ I:_.. s E. � STA 5+11,46 LAT �C 13 A"= � � � _ _ STA 3+27.52 LA7 "C-9- 2 1 -> " r " �2> TC = 291.10 g Zti. w�11 , f; I FL 6 = 289.50 ! STA 1+00.40 LAT C-13-A2 tt RAIN i, t FL 6" = 89.90 T FL 6" = 288.10 i„-: :::: FL 18" = 289.00 i , • , CONNECT 6" PVC TO 18' .. N �) - - - �A C s1.28 ° " INSTALL: f 1-AREA D : _ �, ..F J --- _ t 4 `` C, g TG - 294.50 t -�@r o FL 18" = 287.10 ' ? t ` , __,._ry _:._ 1_- E ( n nor STORM ffi L 6 - 292.50 's 6" rn .._ , 1 _. _ Er, - r , . e_ ` f 1 � � z ; _ - ' FL 6" = 288.62 : - _ �" r _. ,1 v v v v '. V 4: / .. ..'-w ; ; : FL 18" = 2 8.12 `'' ' . , �. - �O = INSTALL: LOT 2R-2 ,, - - LOT 2R-3 ll R �' V* >� � � STA 3+60.13 lAT C 9 B m _-._,____ t • 1-AREA DRAIN � I 7.10 ACRES FL 6" = 0.32 ---- - �"" w I . i REMOVE 116 LF J 1 �__. 2.27 ACRES _ .9 __.,.._._ c�. 1ti' 3'.U.f , i TG v' OF 18" RCP„... ;: �y ' `�� - ~ --""" is ZONED _.._... � � - 2s7 44 ZONED V 3' ` VOL. S3<_J^3:'1nG•_ '{(7 ,; ... •----- :i FL 6" = 295.00 PDD � � pai°-� a.: t _ 2Q �% °° PDD _ ,, _ / ; » f� ...,..1• ... _ `•.` T . ; .. r, EX.•'7C' r U.E. ... = 6" pv ... T "C-9-B "+ 4 ;.., STA 5+92.46 LA7 "C-13-A �� C @ 3+ 2.5 � � di , n ;_ _,_` r~ ✓...-r_.., .._�_al _.__ 6_/I _ ._.__n i ; _i - -I; N :. STA 1+00.00 LAT C-13-A3 ! ,' . T6" - 80 fib t ____..___.-_._. _-_._ , i� ii v » 9 �-- -. ___ L._.._ .._.. i _Sa I .? , CON E T 6 V 18" " " --- , __ t _ I i .._ .. �_._... t L i ,� i . ,l " ®�1 _ d? &� N C P C TO , .. +1 ALL G - _ __. ' �"'` T��__ _ L.__< _--.r .__-,__.._.__---...._.___. ___� 1 C-7-A STOR �'� .. .STA1+79,29LAY• C-I3-A3" ;,_✓'` 1-AREA DRAIN ' �r -� egg _ v. <.-.. ,....nx.,+,.�1,:,,.-v,....,,..y..--._,___<..W_._u,,:..,_..__..__..__. _..__.l ct3 f �. yam. nn... ,..": _ _ _, - -. °.� �- _.: ...� • _ 3 _ �.. f a 1 , , t' .'. 6" PVC , T� "( `f< (~ �; FL 6" 289 23 low ` FL 6" = 291.21 I TG - 294.50 n 3 ° �' o t FL 1 " = 288.73-.`". - FL = 292.50 .--- _ .1 t. F - 27 /o• N 89 53 41 279.5 6" @ STA 1+39,12 LAT "G13-A3" f " _-........ .... _... _.. _. _......... -'-- ...__ 90.21 . ........_.. k - FL 6" t ;_:. I,. _ [.X. ol;fdlT"1tRY .>t:v'l�;"ic --..... _. ••.� ,_.. ^., _ • _ - 1 STALL: --'-`" -,,,,....,_,�:,. _,_._-•- .,. { STA 2+20.64 LAT "C-7-A" z -I , ,.2 < ,,. , "' : ;. , :. .! .. "'.1:".3! :f .: _�._ .. ".1 ...... ... _. STA G+01.32 lAT "G13-A" r t , . * *_ ® _ .-,- . 1-ARE DRAIN e-I rf - ...- ... FL 6 - 3 45 _ 0 - ...; s E k f TcR INSTAL ,r - .--" " - 2g -' ' 4� ri L: n TG 29 _r - ' • ..... . _.-....... ......1... }� . "' „,,+-" C>J rt� t1 E , _: s» _ f IC}L.1427?PC.'2U1.. : : -� I _ t .- i C �, .l♦� P.tJ.I . RIM4-D2 5. Ot _ .. o� ' � � � � r . FL 29%5 � - ` 1 i i_Yy I �':11. E.1 , I / -.i ;J' � ` ; 1 ?' � ' . 1 f'- ... FL 18" = 288.80 w : �' r } � o y r ,-- __ .. llt�!,..-l�.- !,-- --J _,...w } _..__.__ { VCiL ,� L3 �( .,.�..,-.,..,,.._.._ L N ` 97• - x -� ..� - a a.+.:� x =' d :t .. 0... i . ''�!,, - a... - , ^ - ..s- _ _ r, ... r .. _ . _ CONTRACTOR TO VERIFY WVERT t� _ _ - '* ,--- �.•- r:l }. ,, . �. Yflr. k > �� ! 1 •� _..._,_..__.__. _. ..w___ _____ __._ PRIOR TO CONSTRUCT ON I N , I A ' F -,;, > -1` >w r.- 1 t � . I �� ! � ..... ;l%! � c7 TGR 97. 0 I s N : s.. ,k:. �1 - - 1,.. (IR, ,w. r i t- -Ct�_ __"-_ _'_ -_ } L_y._.._._ _._� i___ l°__ _r i s it. ; 9B27 N' i `�. r_ "; a_..: :'' I_ .: J"1 - a EX. CURB INLET' S "C 8 °, �\ t t STA 4+48.37 LAT "C-9-62" ' 3"I ?_.-,-_ F i.__._ _ _ ._. �� _' ft !tr _. _. _ _ .... .................._...._.........._ ....._......._. _. , i .,.2 .. f.� + 1... _. ............... j P .' 1 !„ N 89°53'41" W 578.49' z _ __. TO REMAIN V VG @ 12 I ''FL 6" = 291.45 LOT 2R-1 --- s �- a i t V -�� " �` i .. ?! :y cn ;: STA 4+8 )A9 LAT G9-62" : .1 "» 15.22 ACRES x --- EX. CURB INLET V T FL 6" = 291.98 i t 1...... ..__.�... w . Z TO BE MODIFIED /"�� t. _ a'g�r ZONED r-- TO A GRATE INLET V ''~ PDD r -A V . ' ..._ - O ..►•�"'»r � � t : ` ... ,... ... - .► . _t r ® / \ 1- _" ' t 3 17 '"':t `___ r t 6+6 9-B2" t 1 I ' -- `_': ',, .-.__ tr-a . 3 _ q,- STA _ 5.61 LA l . Ca t i 5 r __,_,_._, - JTf=T .. FL 6" = 294 23 -s fit'? 1._.. _ _.__, _ l_ ___ _.__._ ti STA 6+99.05 LAT "C-9-62 ...... ___. . ,,;:, ��_.i 1 L�` ; . _' ,.::::.:: .t:�, r� __ , t FL 6" = 294.65 w,. I r, s 1 .--0 -♦ \_.....� - _'� t I _ ; \ ,� . ...... ..._ .... - .._... ... - 1 �.. j --. _ ..._... __.. _-.._.......i j © \ . i , P a ..., : ra ��.�' '� '....... .�� .-. ... -- - ...- .... -. �... L ....,-, \ . GRAPHIC SCALE IN FEET 0 20 40 80 NOTES 1. ALL CURB INLETS AND MANHOLES SHALL BE PER CITY OF COLLEGE S TATION STAN DARD DETAILS. 2. REFER TO LANDSCAPE PLANS FOR LANDSCAPE DRAINS AND CONNECTIONS AT SUN DECK. °ICE FOR CO��,�CE SEP 1 2 2011 COLLEGE PATIO ENGINEERI G �I� CAUTION! ! - " v� 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 UTILI TIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY 1 A - DISCREPANCIES ON THE PLANS. • , r U- Q CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) QI0 19I X w ~ N gcvu_ Q d) E 0coiL O C, � Wr-Z r- rn a F__ Q w �tLZ v) 0 Z > M w 0 w _tNr ti � V) 6 ww w UOLL Y rn w 0- X IL w o F' c7 t_ N t.'y r 1 f -y 1 ✓/ r� KEVIN S. GASKEY ................................. o; 69165 �_ .inn '• �.C� r TZ U O N cn >. } z° w a °D I- o m w �° w w � til h J z c� z � x U (L o w w 0 U W V U) X �- _J m O �r < Q �WU, W LLI Z) md..f :5; t.J..� 0 0 Q � U Z . ..^.j L..t� 7 w 7• W 2 0L 0 w SHEET NUMBER C-08 w a U 0 a 0 Z Q 2 0 w `L 0 N mi W Q d 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. a N GRATE OPEN AREA 2.23 SQ.FT. 2'x2' GRATE HS-20 WHEEL LOADING �1� CENTER SECTION E BOTTOM SECTION APPROXIMATE CENTER SECTION WEIGHTS 2'-0" INSIDE 1600 LBS. 2'-6" INSIDE 1900 LBS. S-O" 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'-0" 25" DIA, x 3" DEEP THINWALL KNOCKOUT TYPICAL ALL WALLS G122 2'-0"x2'-0" GRATE INLET oldC Precast FILE NAME: 22GI.dwg 0 1900 Rifling Road San Antonio. TX 78214 ISSUE DATE: March, 2005 Phone: (210) 923-4523 Fax: (210) 921-0473 . www.oldeastiosanantonto.com Copyright 2005 0 ..0-wAllRightsReserved 2'X2' GRATE INLET DETAIL N.T.S. Center Section Weight - See Table Center Section Ht. Weight 1050 Lbs. 1575 Lbs. 2100 Lbs. 2625 Lbs. AL 3150 Lbs. Bottom Section Weight - 4,025 Lbs. 3'x3' H-20 WHEEL LOADING 6� 32" DIA. x 3" DEEP THINWALL KNOCKOUT TYP. ALL WALLS 01 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. GENERAL NOTEj: 4. Grate: H-20 Loading, Galvanized Steel 1. Minimum Excavation 6'-0" x 6'-0" Open Area = 8.50 sq`ft. G133 3'-0" x T-0" Qldcastle Precast 0 Grate Inlet FILE NAME: 33GLDWG 1900 Rifling Road, Son Antonio. Texas 78214----......-.____..._._....._._._, ISSUE DATE: JULY,2007 Phone: 210.923.4523 Fax: 210.921.0473 Www.oldcastfepret ast.com Copyright0 oaaawpwae'l 3'X3' GRATE INLET DETAIL N.T.S. " ` CA U TIOIV ! ! " IS-1, 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) 19 V r, � � Co rn(V Lram. J CV u- 0 U a"_� T Q co Il oL`. co 0 C C7 /� V+ �WPd' ��ff11 t-- X W ..w =ua.Z -0 r-" E Z .i. j � W C Q � W tY �+h z VWw 0 ;, Q Q- 0- W N r t ,. *...KEKKEY IS - �................................. 69165 i t7otiai Z o a N a U) ca >- cta Ua c a W W m W W N W W Z tJ 1-- Lt. act.. 0 a co Ul © � ll! U Q- o 0 W co � W O > LJLJ v� w W Z O n o LL Q � U U ry W 3: Cn W —� � Q 00 — SHEET NUMBER C-09 x A � • v. z w X � w 0 z z �w Q w oU U 3 0 w w x z Atu U w z� o°co r qiy II � 3 f n a • l+ 4 Ile s i EX. 71)' SAN'ITAR`l I s:+;b;-r. e;,5 :11'r' COMMON AREA TWO VOL,Iv c;cn +.,aG1S7, �a fi c1` END AND PLUG 1-4" 8.40 ACRES LOT 1 R� SS SERVICE. REFER TO43.45 ACRES ��- ;:-'•.�?. MEP PLANS FOROF __. ___...___.__........� ......_ CONTINUATION. OWO GD ANDS STATION, _- FL 285.00 C P 15 LF ON CONCRETE CALLED 73.45 ACRES _----•---"`�------- "'" � . `' ENCASEMENT CENTERED _... --" VOL. 7051 PG 158 ON PROPOSED STORM ''.'" o 0 SEWER CROSSING ✓ ff l S r"" ® a ;: ®�\: ti �a Z R D G �tp SEE SHEET C 08.' STA: 5+22'�' ! O \\ C �X,..�, _ :�� '\ti r1. I. STA. 3+33.08 -•% � : FF - 289.5 WATER LINE A3 WATER LINE A3✓'f INSTALL: , STA: 5+64 END AND P UG 2-4" ' 1-8 X6 TEE o WATER LINE A3 SS SERVICES. REFER TO INSTALL: !� 1-11.25 ° BEND f !� 22 1-6" VALVE a INSTALL: MEP PLANS FOR 1-8"X6 TEE CONTINUATION. :1 -6" VALVE4" END ND PLUG 2A-FL 285.00 1-2" 1RRfGATION STA: 3+15.45 �j rr' SS SERVICES. REFER TO METER WATER LINE A3 f 1 MEP PLANS FOR 21 � INSTALL: l CONTINUATION. W I n °5.00 1-45 SEND FL 15' P.U.E. I V�ll' + STA 6+61.1�bL;N j r� a { FF 289.4 SS = STA. 6 50.94 ` 4,:RF B5 WATER LINE A3 ?A DIA. INSIDE DROP NIH I! r f 1 s INSTALL: ;;, _ - _ - - 15' P.E. °F1149: 285.47 15' P.U.E. r I! -` - J- alb� 11.25 SEND `-L'10" 277 E+?"° _ �.._. _ - / - PR P. 8" WATER 4+ 0 - ...�+ ;• ;, '-i'- :. *;, STA: 6+60.94 ---... _ `� 14' Hi AND r v n 5+00 EX. I6IE A % ;, c; - - - -: - .._. _.._. WATER LINE A3 BIKE TRA /p / _ , x . .__... VG .f X INSTALL: 2STALL:1fl,P .�� •s , 'rCASEft* C. 167 . END / / \ STA 7+7 11 l FDC SSWR LINE B5 INSTALL., }� ` + 15' P.U.E. ,..---1"�� '� 1-+.� DtA. !!'VS,i?E DROP Mk .. .:C 2,3 /AZ / STA 5+64.84 i r 5 _ V ,:. 5... S A 4+10. 1 : + 1.89 SSWR LINE BS : x p / f WATER LINE A3 INSTALL: i ^a '"�' --_ SSWR LINE B5 INSTALL: 1-4" SS SERVIC - i 1_ STA: 8+09.29t «" /QQ / INSTALL: I / 1-8"X6" TEE +. --•--..._ WATER LINE A3 _........ ._ ..... 1.0 REMOVE 1-8" PLUG g .-�. . ;:....._.. 1 4" SS SERVICE STA 4+87.55 1-8" VALVE \ :t CONNECTTO / + SSWR LINE B5 1-6" VALVE 1 STA.1 66.22 E "W T _... EX. :t,.Pl. E.* _ . _..... .._ INSTALL: X. 8 A ER LINE 1-F)RE HYDRANT WATER LINE A3 STA 4+24.81 \ \ i : VQL.' {i31f�G'. 1ti , 1-4" SS SERVICE\ , Syr . - . �.ar " .' w• It- INSTALL. SSWR LINE B5,. -. _ _... �„��`~•°�'_...... • - `�,_...... .. . ... ' - I -__ _......- ..�' �► / ° I S A 5+48.82 STA: 7+08.29 \ * \ �.,,.... i-22.5 BEND INSTALL. :� .•�°`"' .. .. ... •'�, ..;: - :::::' .- .•. . c / " SSWR LINE B5 WATER LINE A3 Rp 1..t1 CQ Ct-gV1/`G ( 1 \ iGl .! / i / ?►- .!.:.-i•-'..........--" ..�.. /�� •e.,.».^'"`::.. .r- 7.7 4R FAX. 151 Pl. U.E. VI(K.. 9t353 r'G. 167 -' __........ _._. ........... __... ...._.......__. t_..-. ` ,art ".7_. Fl.--_ .--- rr....{�....«_. _1 ^' _¢t•- __ s FL - �.4 - �L_r""• --^•-''r>......_ ._ _F: __. __-.F:L- - `..cam ._ I ','.`""'"ac _ ,.+n`F"".''' `' ' _ c _.I �:..-.-� �._-.�! ..._......� _,....�.......,._-...-,..,l�_..,.....�_.....«�.:_x.....,..,...i..-.,. + -,.:! ._....:.-........) �-�__........____� + �?i'1t { 1.^x74{:; �: •r,�! _�.t ( � I i ' + i # � �f1 � anscn . PROTECTION REQUIREMENTS AT - --�:v 1" WATER LINE -SANITARY SEWER CROSSINGS . i 9'- FRONT OF CURB TO FRONT OF CURB 4.54.6 6" Bollard FDC SINGLE FDC DETAIL N.T.S. 6" Bollard 6" Bollard DUAL FDC DETAIL N.T.S, 6" Bollard 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 LESS THAN OR IF THE CLEARANCE IS THAN EQUAL TO 2' THAN EQUAL TO 2' THAN EQUAL TO 2' THAN EQUAL TO 2' 2' BUT LESS 2' BUT. LESS 2' BUT LESS 2' BUT LESS THAN 9' THAN 9' THAN 9' THAN 9' *PROTECTION 1,2,3 2 6 A 1,3,5 2 1,3,5 5 REQUIREMENT LOT 2R-3 2.27 ACRES ZONED PDD per. r..Mr dam *PROTECTION REQUIREMENTS FOR SANITARY SEWER CROSSINGS (UNLESS VARIANCE IS GRANTED BY THE TCEQ) (ALL CLEARANCES SHALL BE MEASURED FROM OUTSIDE WALL TO OUTSIDE WALL) 1. PLACE ONE FULL SECTION OF APPROVED RESTRAINED JOINT WATER LINE 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 BENTONITE/CLAY 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 C17Y'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. S. 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 12 INCHES, WHICHEVER IS GREATER, ON THE SIDE OF THE SANITARY SEWER. 6. NOT ALLOWED I GRAPHIC SCALE IN FEET 0 20 40 80 NOTES 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. LEGEND r,. EXISTING FIRE HYDRANT ASSEMBLY EXISTING WATER MAIN PROPOSED WATER LINE {I} PROPOSED FIRE HYDRANT ASSEMBLY EXISTING SANITARY SEWER AND MANHOLE PROPOSED SANITARY SEWER LINE AND MANHOLE P, FDC PROPOSED FDC (REFER TO MEP FOR SERVICE TO BUILDING) BACK OF CURB/EDGE UTILITY OF SIDEWALK EASEMENT DOMESTIC METER PROP. 6" - - , PROP. DOMESTIC WATER LINE SUPPLY LINE wm OI.ATION 4" GATE VALVE 6" GATE VALVE PROP. 4" FIRE WATER LINE - ! 6"x4" REDUCER _ ARIESI TAP TYPICAL SERVICE LINE DETAIL N.T.S. WATER DEMAND BLDG. TYPE WATER DEMAND (WSFU'S) GALLONS PER MINUTE WATER METER SIZE SERVICE SIZE 171 VI 544 132 2" 3" 18 / VIt 444 112 2" 3" 191 VII 444 112 2" 3" 20 / VII 444 112 2" 3" 21 / VIII-a 207 67 2" 2-1/2" 221 Vlll 207 67 2" 12-1/2- CONTRACTOR TO VERIFY ALL SANITARY SEWER INVERTS PRIOR TO CONSTRUCTING SANITARY SEWER SERVICES. CONTACT ENGINEER IF INVERT IN FIELD IS DIFFERENT FROM PLANS. 0 N . CA 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 1 A , DISCREPANCIES ON THE PLANS. CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) w I Q 07 z O w w c.a to 4_0 F- N cz (jo a) .. gNtL <I r O 0 PM u- V+ 00oEL' ai '� w �u.Z �0(9 Z #. w cu ow -j w F rn zww VZw �C to S �a ' a. I- Ll H C14 LU LA i** ........ .............. .1 KEVIN S. GASKEY ...... .....::... t.... 69165 t �•'• . l {CEIA L z O ?: co w X O z cov 2 rn (0 m cow t-o m w m 0 z z a�1wa occo Q a w ao tot) p Q U V l.L! 0 Jr-P W 0Q w W J 0 LL 0 9 0 3: Z W Q U)Z W � < 0. Q to SHEET NUMBER C-1 0 w m U z N H U O a zd 0 Y m 0 p¢ p¢ Q Q �i z O 2 O 5 Q Y� r_ 7 O F� Z w a O 0 z O W w a w a 6 a a LL O w D w a 0 w a w m a a 2+00 3+00 4+00 5+OU a+UU [+UU b+UU WATER LINE A3 R U. w ck w o w U0 M FO zw cft 114 �I � m � A � x � a xti 5 HORIZONTAL SCALE: 1 "=40' VERTICAL SCALE: 1"=4' L!K1EVV-EPLIANCE FOR AT EP i22011 INE RI \�/VV U vvv� V CAUTION!! CUNDERGROUND UTILITIES IN THE AREA TOR IS RESPONSIBLE FOR DETERMINING RIZONTAL AND VERTICAL LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. TOR SHALL BE RESPONSIBLE FOR ANY TO EXISTING UTILITIES DUE TO DAMAGE DURING CONSTRUCTION. CONTRACTOR LL NOTIFY THE ENGINEER OF ANY ISCREPANCIES ON THE PLANS. {� co z O w 6 z V i N _ / w rll� (� vi � , r� gNL- TQ ..1.. Q C ti Z (n r c» w Q tij Ly Paz Z >LJ MW cis �O w QNFw.- w�w U �. Y0� w a DU N T O C> a o 04 to z a w m w m wU) N w ui Z Z w Y 'ITU 0 as ocwi� 0 0 U w > w F- (f) �(f)w < : w cL = J. o CL ,L O w .J DIG TESS 1-800-DIG-TESS SHEET NUMBER (@ least 72 hours prior to digging) C-1 1 (3 z u; w Q U 0 Q a z Q z a 0 z w Y 0 N LM i; z w 2 cI v � 10W. t7 W. r N Q cc Q a L9 i w w o a w nod H e ..no, a K - (yam U fti z ko,g c°� vgw PC N H z z w � D U A LOT 1 R 43.45 ACRES -------r'^'" r WOODLANDS OF / ♦ COLLEGE STATION, LP \ "Aft CALLED 73.45 ACRES ` VOL. 7051 PG 158 ZONED ` •► R-4 / COMMON AREA TWO 8.40 ACRES CF � - S ,f 4 . �. tP 2.. \/ill CtP - v La : / 21 - ... .:.. ... - r. - SIP rill F � ,� fJeY N CF cl '; '. .' 1 gas .... „-.....,% : ` s ./ �: ,''\,� : • '� _ _ • ". j ,� , .. �...--""`' 1 . w... ..ter►, _ +.. t 0000 "awl 4- r5r : CIA 2 10 t i s A fa, i M �,.. � _..''.... _.. � LOT 2R-3 1 hi 1 i .t EXIS N `.:-;,... F>= t � � � � s i �e ; ti f � � .. � � � 1 t ,�. sill `. � (FB ) I: vll I r LOT 2R-1 15.22 ACRES ZONED 4� V PDD VMIS w n GtP - i 1 ?96 I � i E 298 EXISTING }" . f ; CF GATE .... t 2.27 ACRE ZONED PDD CF GRAPHIC SCALE IN FEET 0 20 40 80 LEGEND a CURB INLET `°'--' EXISTING CONTOUR — ess`-- PROPOSED CONTOUR X FB FILTER BARRIER (SILT FENCE) ow- `C_7� Cip CURB INLET PROTECTION GRATE INLET PROTECTION CE CONSTRUCTION ENTRANCE 0 00 00 0 Q Q o O a po EB EROSION CONTROL BLANKET (USE IN ALL AREAS WITH 4:1 OR GREATER SLOPE) ® RR ROCK RIP -RAP CF CONSTRUCTION FENCE NOTES 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 do CONSTRUCTION SITES, DATED JULY 6,1998. / 9. ALL CHANNELS AND/OR SWALES SHALL BE HYDROMULCHED. O 10. IN ORDER TO COMPLY WITH THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY AND ALL OTHER COMPLIANCE AGENCIES HAVING JURISDICTION, THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL EROSION OR POLLUTION SEP 12 2 p 1 1 DEVICES, AS REQUIRED, DURING CONSTRUCTION. 11. FILING OF N.O.I. (PER EPA REQUIREMENTS) SHALL BE THE COLLEGE STATION RESPONSIBILITY OF THE CONTRACTOR AND THE OWNER. ENGINEERING EROSION CONTROL SCHEDULE AND SEQUENCING TASK EROSION CONTROL MEASURES 1. ROUGH GRADING ALL PERIMETER SILT FENCE, ROCK CHECK DAMS & CONSTRUCTION ENTRANCE/EXIT 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 CONTROL MEASURES INSTALLED ABOVE TO BE MAINTAINED DURING PAVING AND THROUGHOUT THE REMAINDER OF THE PROJECT. INLET FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER PAVEMENT IS COMPLETE. 4. FINE GRADING ALL PRIOR EROSION CONTROL MEASURES INSTALLED ABOVE TO BE MAINTAINED DURING FINE GRADING AND THROUGHOUT THE REMAINDER OF THE PROJECT. 5. FINAL EROSION CONTROL MEASURES TO BE REMOVED AT THE CONCLUSION OF THE PROJECT AS DIRECTED BY THE CITY OF COLLEGE STATION. c z O W INEEMENEff V h co v W c C a L.' o v _j = p o2LL p t V) 00 Q� Q ~z zW c— o.w W ti W W W 0 z X 0� cc IIIa- � a. IW.• 0 I. :............ ......... :.... � KEVIN /................................... GASKEY 69165 �ti S�ONAL�•EN��'�. z Ch o m r a III 2 O m m W ca w t~.?u�i 04 v In I-- -i z O z U a- co 00) 0 Q U W V W Z J 0 r � � W W V♦ W ^� = 0 Yes j'� tU o U 0 Z oz UQ Z.0 nJ U) 0 0� ■w SHEET NUMBER C-1 2 m 1 » » » w u w c T. fl U a • r w < o jq u 3 P. u q k C N Qa co °x c u w C> C k [ < $ o `W u r .0 :' u V 8 u �n f >e pr o �oo ohs .., ��" tri r CONCRETE BI PLACED AF DROP INLET PERIL CONCRETE BLOCKS SEEPAGE ti DROP INLET /2" FILTER STONE — ... z" WIRE SCREEN 1/2" x 1/2" WIRE SCREEN /--1 1/2" FILTER STONE ROCK BARRIER CAN BE USED ON PAVEMENT OR BARE GROUND SECTION A --A GRATE INLET PROTECTION DETAIL N.T.S. V WIRE MESH 6" x 6" OPENING (MAX.) 1/2" x 1/2" HARDWARE FABRIC 1-112" FILTER STONE -, 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 OVERALL 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 O fY 50' MIN. w bA%/rrN {-,�, v_� I.KVJJ—Jtl. 11 VIV FABRIC CONSTRUCTION ENTRANCE NOTES: 1. STONE SIZE - 3 TO 5 INCHES 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 AND/OR 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. @ SILT FENCE LLLLjL`LL L1 STEEL FENCE POST (MIN. HEIGHT LL�LL`LLLLLLLLCL ✓ MAX. V SPACING, MIN. 24"ABOVE ��C "L_ Q-1 ...... / EMBEDMENT=l' EXIST. GROUND) LLL �L( L4Q 1 4-(,l� L`L �L `C LPL( L��(L`CLC�� L�! WIRE MESH COMPACTED EARTH L(�Q_ t- 1-1 L`1_41' BACKING SUPPORT OR ROCK BACKFILL ;<LLLLLLLLLL(LLLL4-1-4, 4x4-W1.4xW1.4 MINIMUM '( LLL L L L ALLOWABLE, TYP. CHAIN LL`LL LOLL LLC_`L LINK FENCE FABRIC IS L( `LL LL L ACCEPTABLE lam, ff�,f, < << f / - �f/�r`f�l� MIN. TRENCH `— FABRIC TOE -IN 6" PAIN. 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 IN 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 61NCHES DEEP AND 6 INCHES 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 112" 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, N.T.S. C! CONSTRUCTION OF A FILTER BARRIER N.T.S. B 0) z O CD 0r 61 z tU C N c vV L_ ■■�. 00 _ 0 co E� ■.vim. �'{ i cV1JLJ � N cp J N LL Q M Q M LL N 04 pip r- Z X-W'a Mtw- uW.► �LLZ U00 Z M Llj mow Q cV iiLL � � o C9 Z W w VOw Qco n. 0- 0 N ............ KEVIN S. ASKEY 69165 1...........•''�� .+ %%S/ONAL EN z O O 0 T O (A } z a W (1) Q fl } m M O fl w m fl Z Z O" F-li a w ¢�¢ w a A. o fl 0 to fl U W cj) V m z .rye W f�n u) U Q w W. i LL 0 SHEET NUMBER C-1 3 rfl a a 0 CROSS SLOP E 2/ to 4/ CROSS SLOPE- 21 MIN. CROSS SLOPE SIDEW ALK LK 2/ MAX., 1X MIN. IE 8' TYP: NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE SIDEWALK SLOPE REQUIREMENTS 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 @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C. W 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) w w _ 1 AR @ 4 @ z WITH 3 x 2 BARS 12' O.C. OR x 12 BARS 18" O.C. -' 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98Y OF MAXIMUM DRY DENSITY AS `'`` DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-47 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. r F o' a SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR a 1/ 4" 1/2" 0 X 18", 12" O.C. t �- 3/4" (COATED W/HEAVY GREASE) RECYCLED MATERIAL, 1/2'. THICK AS MANUFACTURED 3" LONG METAL OR PLASTIC CAP, INSIDE BY J.D. RUSSELL CO. OR DIAMETER TO BE 1/16" GREATER THAN APPROVED EQUAL 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 SW1 -00 SAWED OR FORMED, 1/8" TO 3/16' SEAL WITH EXPANSION JOINT MATERIAL, MIN. 3/8" R 4"x4"x3/16" STRUCTURAL STEEL TUBING O.C. MAXIM 1M O.C. MAXIM 2" O.C. 4' SIDEWALK CONTRACTION JOINT SWEEP SAND O.C. MIN 8" INTO ALL JOINTS 4"x2"x3/16" STRUCTURAL STEEL TUBING MAX 24" 4"x4"x3 TUBING STRUCTURAL 1"x1"x3/16" STRUCTURAL STEEL TUBING ONC. SIDEWALK STEEL TUBING 3-1/2" SEE CONNECTION DETAIL lk 4" 7.5„ L7. � r D • �. . - D T v � T TYPICAL PEDESTRIAN rz" DIA. BOLT -GUARDRAIL CONNECTION DETAIL 6„ 1" MAX. SAND LAYING COURSE SW1-01 C E TRAFFICTRATED GENERAL NOTES. PAVER MATERIAL ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SIDEWALK PAVER SECTION 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. CONCRETE SIDEWALK - ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. 3'-0" MIN. �- 5'-0"VARIES F 2X MAX. SEE NOTE 4 w3 BARS @ 12" O.C.E.W. ORS \-28-DAY CONCRETE w4 BARS @ 18" O.C.E.W. STRENGTH = 3000 psi (4" THICK MIN.) SEE FINISH NOTE ALONG LOCAL STREETS 3'-0" MIN, 6';/ VARIES 2 F-- Y. MAX. SEE NOTE 4 •3 BARS @ 12" O.C.E.W. OR, \-28-DAY CONCRETE 04 BARS @ 18" O.C.E.W. STRENGTH = 3000 psi (4" THICK MIN.) SEE FINISH NOTE ALONG M I NOR COLLECTORS AND LARGER TRAFFICTRATED 8'-0"- PAVER MATERIA I E- 2X MAX. SEE NOTE 4 � SEE NOTE 3\ w3 BARS @ 12'. O.C.E.W. 0 28-DAY CONCRETE STRENGTH = 3000 psi 44 BARS @ 18" O.C.E.W. (4" THICK MIN.) SEE FINISH NOTE ALONG M I NOR COLLECTORS AND LARGER SW1-02 U0 /ARIES 1' 4' K'VARIES 1' 4' 3/16" VARIES NEENAH GRATE BOLTED Nominal IN PLACE OR APPROVED I Space EQUAL 3' GREEN SPACE e L� -1p $ ° ° SIDEWALK77 6' SIDEWALK CIS h 6" No. 4 BARS o �9yFG� 1 AMP I O N. DETECTABLE WARNING -------------- y AM ;::, q I 12 1 ; 1. !_ IL DETECTABLE WARNING SURFACE y VARIES (TYP) !---}- - -;, \ SURFACE PROPERTY LINE PROPERTY LINE-----------h TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND WHERE THERE NO STORM SEWER ISYSTEMTHER OiG CP43' (10' CURB RADIUS) ?S.c °. • y, 21.5' (20' CURB RADIUS) 16.5' 25' CURB RADIUS) w 2s Oy �in ° F AVAILABLE. - U CROSS SLOPE NOT TO EXCEED (n Y / Y 21 OR BE LESS THAN 1X ON ANY Z POPON OF RAMP OR TRANSITION 3 w e-23' (10, CURB RADIUS) w 21.5' (20' CURB RADIUS) o TOF STREET o L 16.5' (25' CURB RADIUS) F/i N U CROSS SLOPE NOT TO EXCEED 27 OR BE LESS THAN 1/. ON ANY PORTION OF RAMP OR TRANSITION ' .. TO STREET 5' 3' B' Isometric View 5'/6' SI DEWALK AMBULATORY 8' SI DEWALK AMBULATORY SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION TRENCH GRATE SW3-00 SW3-01 SW3-02 ?CROSS SLOPE NOT TO EXCEED ?CROSS SLOPE NOT TO EXCEED ? CROSS SLOPE NOT TO 2/ OR BE LESS THAN 1/. ON ANY PORTION OF RAMP OR TRANSITION 2/ OR BE LESS THAN 1/. ON ANY PORTION OF RAMP OR TRANSITION BE THAN 1XCEEDON ANY PORTION OF RAMP OR TRANSITION TO STREET TO STREET TO STREET / / tih POJr' g`' POJr' G� ti� PO\J5 ti y y + ry y 4, ,�� y J ti y y PROP RTY E LINE DETECTABLE / WARNING PROPERTY LINE DETECTABLE WARNING PROPERTY LINE / DETECTABLE / SURFACE yy 8' SIDEWALK y�y SURFACE yy yy� y SWARNING URFACE �yy ,I + z RAMP? 1.12 -MAX. 8" RAM ; 5' SIDEWALK 11LL2 =R: MA�. z RAM 0Z 6' 6' SIDEWALK 1_ 12 SLOP SLOPE MA 3, EXPANSION JT. & SMOOTH DOWEL BAR, EXPANSION JT. & 3 SMOOTH DOWEL BAR, EXPANSION JT. & 1/2" DIA. X 16", WITH CAP @ 12" O.C. 1/2" DIA. X 16", WITH CAP 0BACK SMOOTH DOWEL BAR, OF CURB 1/2" DIA. X 16", WITH A OF CURB 6' MIN. (COATED W/HEAVY GREASE) BACK COATED2W/OHEAVY 6' MIN. OF CURB GREASE) CAP @ 12" O.C. 6' MIN. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP U SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 TSW3-05 rw� 01 w U Q I W > 0 w LANDING we'CK _1� EL 000::00000 a o6000000 Z 000000000 N 000000000 000000000 DETECTABLE WARNING SURFACE 4" MAX. AND USUAL 6" MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE c c o N _ - Landing �o� d�v 4" Max and Usual a000�000000 o c 0'00000000 000000000 N E 000000000 000000000 Detectable warning surface (Domes to run parallel to pedestrian travel) Side flare (Typical) SW2-00 \ -- 6" min Face of 10" Max curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN SW2-01 c 5' x 5' c LANDING 0 o,-.2 N O U > v m y o � � J W - Q U o a N F SIDE FLA 1:10 SLOP N MAX. (TYPICAL) s' 1 F 3 I E 6'Face of (TYPICAL) 1 4' RAMP WIDTHT (TYPICAL) I curb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS W2-02 GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT 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 2/ 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 2X. 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 IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND TH 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 TH 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 § 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, 8. 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 10/ MEASURED ALONG CURB LINE. GENERAL NOTES (PAVERS) 11" , 2" , r"I ll/e" FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO �- - UNIT BASKET WEAVE PATTERN OR AS DIRECTED. 2'/e� LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS c CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT 1' o DETECTABLE WARNING PAVER UNITS USING A POWER SAW. 0000 4„ 2„ � m � Landing > O O O 0 )" v NO. 3 REBAR AROUND PAVER INSET able warni a" paveDetertwith truncated dome surface DETECTABLE WARNING PAVER WITH DETECTABLE WARNING PAVER o c A �N E 4" Max and Usual- A ide flare (Typical) EXPANSION JOINT TRUNCATED DOME SURFACE AS REQUIRED 1" MORTAR BED - SHALL CONFORM TO SIDE FLARE APPLICABLE SPECIFICATIONS (TYP) CONTROL JOINT PERMISSIBLE \.Face of curb TRUNCA TED DOME PA TTERN CURB RAMP DETECTABLE WARNING PAVER MIN. 4" No. 3 REBAR AT- 18" (MAX,) ON -CENTER BOTH WAYS CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTION A A SW2-03 z O cn w O V U P� CITY O F BRYA N The Good Life, Texas Style:' DRAWN BY: C.L.M. D AT E 01-01-09 SCALE: N T S APPROVED: W. P. K. F- IG U R E = SHEET 1 OF 1 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. SECTION A -A NOTES: 1. 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 LOCATION COMPACTION REQUIREMENT OR EXISTING RIGHT-OF-WAY. PAVEMENT 98 % STANDARD PROCTOR - ASTM D 698 2. USE ADEKA SECANT OR APPROVED EQUAL LANDSCAPE AREA 90 %STANDARD PROCTOR - ASTM ID698 BETWEEN RING/COVER, ADJUSTMENT RINGS 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 1 FOOT 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 SEWER CROSSES OPEN FIELDS. STD. DUCTILE IRON MANHOLE COVER ANDFRAME (30" DIA. OPENING) OR EQUAL - _ SEE NOTE i SEE NOTE 1 12" MAX. MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT >18in. <30in. 6 FT 236in. SEE NOTE 7. SEWER SIGN" , MANHOLE SIGN "° (SEE DETAIL S3-05) 6'-0" 12" MAX. 2'-0" 2'-6" PRECAST REINFORCED 2'-6" U a 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 SHALL WING CHANNEL POST --STANDARD CLEANOUT VARIES - BE AS PER NOTE 4. VARIES STANDARD CROSS PLUG MIN. 5" MIN ;. RUBBER -GASKET JOINTS �{ g (SEE TABLE) IMAX W/ MORTAR SEALANT 24" MIN. ., VARIES 24" MIN. CEMENT STABILIZED ret v� - MAX ` INSIDE AT LL JOINTS 4 SAND AS SHOWN. INVERT - 3/4 DIAMETER OF PIPE UP TO 24 g PLUG. 24AND LARGER "" MIN v2 �� 6" MIN. STANDARD CROSS 3 2'-p :.' SHALL BE FULL DEPTH INVERTS. 0 Li VARIES 3 BASE A VARIES A WATERSTOP-PIPECONX 7 MANHOLE ADAPTER SEAL, "4 BARS, 8" O.C.E.W. "4 BARS BENT & 90° AND 90° BEND ::VARIES 90° BEND OR APPROVED EQUAL. NOTE: DEPTHS GREATER THAN 12' WATERSTOP-PIPECONX TIED TO WALL AND BASE. /-4BARS, (2 REQ'D) MANHOLE ADAPTER SEAL, SEE BASE 6" MIN. WILL REQUIRE 2 MATS OF OR APPROVED 8" O.C.E.W. VED EQUAL. REINFORCING STEEL IN THE (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' NOTE FOUNDATIO ,%' BASE. WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. wATERSTOP-PIPECONX CAST IN PLACE MANHOLE "4 BARS, 8" O.C.E.W. -- DEPTH MANHOLE ADAPTER SEAL, PRE -CAST MANHOLE GREATER THAN 12 FEET WILL REQUIRE OR APPROVED EQUAL. 2 MATS OF REINFORCING STEEL 1N THE (2 REQ'D) BASE STANDARD DROP MANHOLE STANDARD MANHOLE NOTE: CAP CLEAN -OUT AT BLIND FLANGE ON S 1-02 RESTRAINED JOINT FOR FORCE MAINS. PVC CROSS NOTES: 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF CAST -IN -PLACE MH PVC PLUG WITH HALF MOON PIPE O.D. REMOVE INVERT AS REQUIRED EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. SEE DETAIL (STD) FOR CUT OUT OF IT - TO FORM PLUS 4" AND NEW INVERT FOR NEW AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED DAM HALF THE PIPE DIA. PERIPHERAL LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING CONSTRUCTION OF MH --,------"STARTER" HOLES HAVE SMOOTH TRANSITION THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. (SEE NOTE 1.) INTO EXITING INVERT. REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. PVC PIPE ONE SIZE EXISTING INVERT AS REQUIRED. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF GROUT SMALLER THAN OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. PIPE INLET 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 1-3/4" STAINLESS 1 OPENING CREATION DETAIL NON -SHRINK MANUFACTURERS REQUIREMENTS. STEEL BANDS ,q GROUT SEE P AN pR PROF FoR PIPE SEES TYPE AND IiNFV ELEV (TYP) 4. CONCRETE SHALL BE 3,000 P.S.I. 5/8" STAINLESS STEEL 45° ELBOW CONCRETE 1 -0 SYNKO-FLEX PREFORMED PLASTIC ADHESIVE DIAMETE BOLTS W/ EXPANSION (TURN W/FLOW BLOCK WATERSTOP, OR APPROVED T-0. VARIES ANCHORS & GROUT IN PLACE) "3 REBAR (14" LONG) EQUAL. (SEE NOTE 3.) NON -SHRINK (TYP) EMBEDDED AN 2" GROUT EPDXYED INTO MANHOLE WALL 3". (SEE NOTE 2.) WATERSTOP - PIPECONX (TYP) NEW INVERT MANHOLE ADAPTER SET ELEVATION EQUAL TO 1 PIPE O.D. SEAL, OR APPROVED PIPE O.DI TOP OF LARGEST PIPE IN M _ •,O iZFE PTYPE OR ERIRvILELFOR PIPE AN D ry EE EE B.1 PLUS 18" EQUAL. (2 REQ'D) PLUS 18' z 1 CONNECTION DETAIL SECTION VIEW WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, •FORMED MANHOLE CONNECTION DETAIL B•1 OR APPROVED EQUAL. (2 REQ'D) CHANNEL IN CON[. BASE B - INSIDE DROP MANHOLE STANDARD MANHOLE TIE-IN1 CONNECTION DETAIL SECTION VIEW 51-01 T. 2) S1-03 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. 3. ALL SERVICE CONNECTIONS WITHIN THE R-O-W SHALL BE ASTM D3034 SDR26 WITH GASKETS. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TOBE 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 RNTRS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF A SIDEWALK O 3.5' MAX. I(SEE NOTE 1.) 2.0' 2' PV (SEE NOTE 3> STD. 45°PVC BEN CONC. CURB & WATER LINE / (MIN. 4' BURY) L 2' DESIRABLE L-ASTM D3034 SDR26 PIPE STD. PVC COUPLING W/GASKETS @1.0% MIN. (PIPE IS NOT TO BE PLACED HORIZONTALLY) PROFILE SEWER SERVICE LINE CROSSING •3 BARS Q 18" O.C.E.W. QL Creek E VARIES 6" NON - SANDY MATERIAL 1 6„ 1 6" 4" PVC EXTENSI W/PVC CAP (SEE NOTE 3) PVC WYE WITH PVC CAP (SEE NOTE 3) PLAN (TYPICAL) SEE NOTE 5--< SIDEWALK 3.5' MAX. OR AS DESIGN (SEE NOTE 1.) PVC (SEE NOTE 3)-7 Irp TEE WYE SERVICE FITTING (SEWER WYE AND 1/8° BEND) EWER LINE BLACK TEXT -� WARNING 10" UNDERGROUND SEWER CONTACT THE CITY BEFORE EXCAVATING YELLOW BACKGROUND 14,11 MANHO E 7" N 0 . N WHITE BACKGROUND. NEAREST BELL JOINT (TYP. 2.0' EA. END) r r a w aw 0 a? n-i z 3 CARRIER � to 1-PC. PULL-( TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS SEAL W/ STN. STL. TO MAINTAIN 1" MAX CLR. CLAMPS "APS" OR S0 "PSI" MAX NOTE: CASING SPACERS BAND CLAMP STEEL CASING 4-RUNNER MIN.. (THRU 24' DIA AT SPRINGLINE 8" WIDE BAND STAINLESS CASING) OR 6-RUNNER MIN. STEEL (TYPE 304) (24"-42" DIA. CASING) STAINLESS PROVIDE 4 STL. TYPE304: 8" WIDE BAND NEOPRENE INSULATION SLEEVE W/ POLYMER RUNNERS: CENTERED RUNNERS AT 45o BETWEEN PIPE AND BAND OR NON -CENTERED: CLEAR BELL, BOTTOM MIN RESTRAINED FROM FLOTATION: VPOLYMER RUNNER (TYP) INSULATED: "APS, INC., MOD SS18" CASING DETAIL OR "CASCADE" I JJ-V 1 t3 to oc 2'-C" MIN. MACHINE BORING 2'-0" MIN. OPEN CU 2.0 LIMIT S3-00 NOTES: 1. FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE SEWER LINE CROSSES OPEN FIELDS 2. SIGNS TO BE CONSTRUCTED 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. �--PROP. SANITARY SEWER WARNING AND SEWER LINE W/ CASING MANHOLE IDENTIFICATION SIGN TYPICAL CONCRETE CAPPING DETAIL I S3-04 53-05 PEN CUT LIMIT SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER STEEL CASING AS REQUIRED CARRIER PIPE NOTE: 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 PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. TYPICAL URBAN CITY STREET CROSSING MACHINE BORING (TUNNELING) SHOULDER SHOULDER VARIES VARIES 5'-0" WIDTH OF PAVEMENT 5'-0" MIN. MIN. 3'-0" BELOW DITCH FLOW LINE. NOTE STEEL CASING-1CARRIER 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 (TUNNELING) WIDTH OF PAVEMENT 0 T 3'-O" MIN. 4" PVC EXTENSION NOTE W/PVC CAP (SEE NOTE 3) 2.0' 1. WHERE DOUBLE WYE SERVICE >- ELEVATION IS LESS THAN 2'-7" PVC WYE WITH r BELOW PROPOSED BACK OF PVC CAP w CURB, MIN. SLAB ELEV. MUST (SEE NOTE 3) a BE SET TO ALLOW SANITARY I Ow z SEWER SERVICE. a 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN, z 3 3. ALL MATERIAL SHALL BE ASTM 16 D3034 SDR26 W/ GASKETS 4. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. SEE NOTE 4' PLAN R-O-W OR EDGE OF EASEMENT „VARIES . , , . , , , , 3.5' MAX. (SEE NOTE 1.) 11 PVC (SEE NOTE 3) (MIN. 17 SLOPE) STD. 45° BEND I, STACK VARIES IN HEIGHT STD, 45° BEND SEE NOTE 4 TEE WYE SERVICE-` FITTING (SEWER WYE AND 1/8° BEND) DEEP CONNECTION PROFILE R-O-W OR EDGE OF EASEMEI VARIES 3.5' MAX.. ,. (SEE NOTE 1.) PVC (SEE NOTE 3 (MIN. IX SLOPE) SEE NOTE 4 TEE OWYE SERVICE FITTING (SEWER TEE) STANDARD CONNECTION PROFILE SANITARY SEWER SERVICE CONNECTION NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 3/4". 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM DEPTH OF 6' 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. PIER DIA. AS SHOWN • ON PLANS • ;ECTION A A #4 BAR HOOPS, 12" O.C. GENERAL NOTES: 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 AND WATERED UNTIL GROWTH IS ESTABLISDHED. 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. 6" CLEAN OUT STACK ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER DIP OR PVC EVERY RAIN. FOR EARTH, SEE BEDDING 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 �f 2" CUSHION REQUIRED EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL CEMENT STABILIZED FOR ROCK, CONCRETE BACKFILL SHALL BE CEMENT STABILIZED (OPTION SAND AS SHOWN. NO. 2 IN S2-02) OR EXCAVATED SOIL COMPACTED B/C PC( 5' NOT LESS THAN 3" TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 P WITHIN OPTIMUM TO -4% WET OF OPTIMUM (OPTION NO. 1 IN S2-02) PAVEMENT AREAS OF �JG O�v 45° BEND St()EWALk STANDARD CLEAN 5' I--w OUT FOR MAIN LINE STRUCTURAL BACKFILL AREA S2-01 S2-03 0 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 2 MINIMUM OF 901 OF MAXIMUM DENSITY AS DETERMINED BY � :. SELECT MATERIAL ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO *4% OF OPTIMUM UNDER NON-STRUCTURAL Q SELECT MATERIAL ©CEMENT STABILIZED AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO A 12" MIN MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED © (MANUALLY 12" MIN.SAND (MANUALLY BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO -47 OF OPTIMUM UNDER NEW STREET AND CONSOLIDATE AT OPTIMUM ' CONSOLIDATE PAVEMENT AREAS. MOISTURE) AT OPTIMUM g BE��W <: MOISTURE) BO GRANULAR MATERIAL POIpE BELL 6" BELOW PIPE BELL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC PIPE UNDISTURBED SOIL O.D. UNDISTURBED SOIL TESTED BY STANDARD �\ O.D. PIPE MATERIAL AND WHICH, WHEN LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: O.D. MAX. PLACE METAL DETECTOR MAXIMUM LIQUID LIMIT 45 6 MIN./12" TAPE AT A MINIMUM OF 24" 6" MIN./12" MAX. MAXIMUM PLASTICITY INDEX 15 ABOVE TOP OF PIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 SING 3/4" SIEVE-100 UM ESHALL NT SBE OPTION NO. 1 OPTION NO. 2 THEMINIMMATERIAL FREE FLOWING AND WHEN WET, SHALL 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 PLAN NOTES: I. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS, SEE DETAILS FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL TIINSTALLATION L DUCTILE IRON IECHANICAL PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. BEDDINGAND TRENCH 4.COMPACTION SHALLEATTAINED BY 5 ALL TENCHES DAYLL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF FOR DI PIPE & PVC PIPE 6. SEE "OPEN CUT DETAILS" ST4-00, ST4-01, & ST4-02. S2-02 4" WIDE X 3/8" THICK STAINLESS STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REQD. PER PIER) DUCTILE IRON PIPE WRAP WITH ONE 1" x 18" GALVANIZED STEEL LAYER OF TAR PAPER ANCHOR BOLT SECURED TO TO PREVENT BONDING VERTICAL REINFORCING STEEL A A ciao - Wwo =rw ¢ a VERTICAL STEEL AS PER TABLE w o #4 BAR HOOPS, 12" O.C. 0!: o wZ a t°n.o 30 POUR CONC. AGAINST cn m UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER S4-00 1" C25mm7 DIA 3-1/4" DIA 2" C51mm3 LET TERIN HANDLING HOLE LETTERING STYLE 1" C25mm7 DIA C845mm] BOOKMAN OLD STYLE HANDLING HOLE 2" 151mm7 LETTERING 2-3/16" DI LETTERING STYLE: [818mm] 1- 9/16" a' q BOOKMAN OLD STYLE 1/4" [6mm7 DIA 40mm] NEOPRENE GASKET 4-1/2 t (2) PICKBAR e (2) PICKBARS//16„ % 1114mml 2„ 2„ [11mm ® C51MM7 151MM7 2-9/16'F 76 DIA 5/16" C65mm7 C762mm] CSmm] 3 CITY OF BRYAN 3C62m862mm] DIA � 940-3/4" DIA [1035mm] r FRAME SECTION "ae 2" C51mm] LETTERIN PLAN VIEW Y zeP 2" C51mm] LETTERING LETTERING STYLE LETTERING STYLE: BOOKMAN OLD STYLE BOOKMAN OLD STYLE MACHINED SURFACE 3-13/16" 32" DIA LVbmmJ H It �C813 mm7 C16mm] 1-1/2" L- 38 mm7 [62mm" • 62mm] 7/8„ v-uax-a 2-7/8" [22mm] ° 173 mm7 [R44mm7 H.R.S. ROD LG COVER SECTION PICKBAR DETAIL _ u u BOTTOM VIEW STANDARD MANHOLE OF COVER RI NG AN D COVER DUCTILE IRON V 1432-3 S4-01 13/16" 3-13/16" 38" DIA 30-3/4" 3/4 , 96mml C965mm C781mm7DIA. C20mm] 1/4" �¢mm) ID OF GROOVE [20mm]-{�2-1/4" DIA NEOP tNE G KET 250" 180" I C819mm] 11 2 [6mm] C5mml �1/2" 2-7/8" 30" DIA C38mm] C102mm] 113mm7 7/8" C73mm7 C762mm] BOLT HOLE SECTION [22 113�4" 1„ (25mrn) DIA. 55 [R44mm7 X 5 1/2" 1140mm7 32C821mm7pp 1A MACHINE GROOVE LG STEEL ROD 33- [ 1821mm] GASKET GROOVE FOR DETAIL �30" DIA 55 iPICKBAR DETAIL PNEOPRENE GASKET 1762mm C18/mm7 C38M 1/4" [6mm] DIA. 38mm] FRAME SECTION • MACHINED SURFACE 2" 151mm7 LETTERING 173mm7 LETTERING STYLE: COVER SECTION Bookman Old Style 2" C51mm7 LETTERING RECESSED FLUSHED (4) 5/8"-11 NC X 2" L (4) 5/8"-11 NC X 2" LG HEX SS CAP SCREWS % HEX SS CAP SCREWS & NARROW ZINC PLT. & RUBBER WASHERS 2" & NARROW ZINC PLT. & 0 0 RUBBER WASHERS^ 41, 02mm] ® [51mm] [102mm] 14" y ® [5 mm7 �1,-{1(_� V2 3 CITY OF BRYAN (1) 7/8" (22mm) � DIA HANDLING HOLE 9 �/ (ll 7/8" (22mm) w DIA HANDLING HOLE o 0 PICKBAR 2" 151mm7 LETTERING 2" C51mm] LETTERING (2) PLACES RECESSED FLUSH LETTERING STYLE:O Bookman Old Style PLAN VIEW BOTTOM VIEW WATER TIGHT MANHOLE RING AND COVER DUCTILE IRON V-2432-3 (n z O cn w z O CITY OF BRYAN The Good Life, Texas Soc.- DRAWN BY: C.L.M. DATE: 1-01-09 SCALE: N T S APPROVED: W. P. K. F IG U R E = SHEET 1 OF 1 NOTE* TYPE "G" EXPANSION JOINTS IN CURB & GUTTER NOTE: SHALL BE SPACED AT A MAXIMUM DISTANCE OF TYPE "G" EXPANSION JOINTS IN CURB & GUTTER 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND R3 GUTTER SHALL BE SPACED AT A MAXIMUM P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & 2 DISTANCE OF 10' APART. GUTTER SHALL BE SPACED AT A MAXIMUM 31, 24 12" 12" DISTANCE OF 10' APART. 24, 6"T 3" #4 BARS @ 18" C/C Y"R R1/4"R615"R _T VARIES 1M'. '"R1„ ��z" „ I 3„ 1 y h 1,1 1/4' R 5„ a . •('Y4 12„ #4 BARS CONTINUOU1 �• 3„ 3" 3" • 2" AND 3" CLEAR TYP. • =#4 BARS 2 24 LAY DOWN E EXPANSION'DOWE°LS �4" 3„ DOWELLED IN CURBS GUTTER SECTION TYPICAL COMBINED DETAIL CURB &GUTTER SECTION 12' 1" MIN. TO #4 BARS @ 18" O.C.E.W. �6" MAX. (MID SLAB) _ _ -,- " MMAX. �6„ SECTIONA A 4' R. 0. W. ALLEY';, /Q Q ST1-00 ST1-01 NOTE: NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE I. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE 1/2" CHAMFER SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL (TYPICAL) RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART DISTANCE OF 10' APART •4 BAR 2. PIPE EXTENDED 1"-2" FROM BOC TO BE COVERED WITH FABRIC AND TIED IN PLACE 6 " 24' 24" g[1-15"1/4"R 1"DIA, 3"'S MIN 1/21 �• ,.R 6"24" • j 6" SLOPE 12' 3" 1/4"412, 1/4"R 28-DAY CONCRETE p1 ys 4 - '„ 6 3/4" 3, � J-0 �I� 6 3/4" STRENGTH-3500 psi. 2„• 3" 3, 3 �L0• 6 3 3 31' • 4" 4" • _ #4 BARS 3" �- • =#4 BARS 3" TYPICAL O -3/4" X 18" SMOOTH 0 =3/4" X 18" SMOOTH EXPANSION DOWELS EXPANSION DOWELS RIBBON CURB TYPICAL COMBINED TYPICAL WEEPHOLE CURB SPILL CURB ST1-03 ST1 FS705 1/8" R SEAL WITH JOINT MATERIAL a D . 6" MIN. METAL KEY WAY PLATE .DEFORMED TIE BARS #4 X 18", 18" O.C. TYPE "D" LONGITUDINAL JOINT UDINAL JOINTS SHALL BE REQUIRED ONLY ON THE 1 40' 40' I 40' CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED LONGITUDINAL REINFORCEMENT: E 31E� #4 BARS AT 18" C. TO C. TANGENT SECTIONS TYPICAL JOINT & REINFORCEMENT LAYOUT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR FOR CONCRETE PAVEMENT 3/4" 0 X 18", 12" O.C. 1/4" R 3/4" (COATED W/HEAVY GREASE) I 5-1/2" 7/8 D; e 0 6" MIN. ,. 1-5/8„ RTHICKLAS MATERIAL 1/2" pp pD EE{{EE o E 3/4„ e D 1-1/2" MAN Lk CO. Ep iHAN 31, NIAMETER FO D WEL1 BAR RE CAPR 3" CAP BY J.D. RUSSE CO. OR UUSI E EEIAM GG APPRO D EQUAL MFSDO�EL OND AEEGSTOP COVER 20F CAP IS ,' FROM THE END OF BAR. METAL KEY WAY PLATE TVOC I,rl� InIAIT TYPE "G" EXPANSION & CONSTRUCTION JOINT TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS, P.C.'S, P.T.'S, & OPPOSITE P.I.'S, & ON ALL HORIZONTAL & VERTICAL CURVES SAWED OR FORMED, SEAL WITH JOINT MATERIAL. SEALING NOT REQ'D IN CURBS. 3/8" R 1 F 1/8" TO 3/16" 3/4" 1.e -. — — 6" MIN. D #4 BARS, 18" O.C.E.W. TYPE "B" CONTRACTION JOINT TRANSVERSE JOINTS SHALL BE SPACED 15' CENTER TO CENTER TRANSVERSE REINFORCEMENT: #4 BARS AT 18" C. TO C. TYPE "G" JOINT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300' ON TANGENTS BACK OF CURB C. TO C. TYPE "D" JOINT NOTE: EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT. CURB EXPANSION JOINTS SHALL BE AT 60' CENTERS. CURB TYPE "B" IN CONTROL JOINTS SHALL BE AT 10' CENTERS. TYPE "D" JOINT LONGITUDINAL JT. 0 90° 9 TO CHORD OF RADIUS. (TYP.) P T-6" (TYP.) N w a > �1 6' � I GENERAL NOTES: TYPE "D" JOINT TYPE "e" JOIN TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP.) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION ST1-06 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 SILT AFTER EVERY RAIN. ST3-00 TYPE "G" EXPANSION EXISTING CURB & GUTTER JOINT. ELEV+ TO BE REMOVED T/C ELEV.= 3" MATCH IF OF KEEP 6" RISE TO EXISTING GUTTER MATCH FL OF PROPERTY LINE �c� EXISTING PVMT. EXISTING GUTTER 2' EXISTING 4" PVMT. --------- — � EXISTING BASE / 3"MINSE DRIVEWAY APRON SHALL BE 4" L EXISTING (28-DAY CONCRETE STRENGTH BASE =3000 psi) W/4 4 BARS @ 18" DEFORMED TIE BAR O.C.E.W. ASPHALT APRONS W/O D D x 18" O.C. FOR TIE CURB AND GUTTER SHALL BE TO CONCRETE TO LOWEDON OPEN DITCHED CONCRETE PAVEMENT STREET SECTIONS ONLY. ONLY. SECTION A A WITH LA YDOWN CURB KEEP 6" RISE TO TYPE "G" EXPANSION PROPERTY LINE JOINT. ELEV+ T/C ELEV.= 3" I * � 4" 2. --- E-- �---- 3" RISE MIN DRIVEWAY APRON SHALL BE 4" (28-DAY CONCRETE STRENGTH DEFORMED TIE BAR =3000 psi) WA4 BARS 0 18" #4 X 18" O.C. O.C.E.W. ASPHALT APRONS W/ FOR TIE TO CONCRETE CURB AND GUTTER SHALL BE TO CONCRETE PAVEMENT ALLOWEDON OPEN DITCHED ONLY STREET SECTIONS ONLY. A TYPE "G" EXPANSION JOINT PROPERTY LINE NOTE RAMPS ONLY WHEN THE LONGITUDINAL SLOPE IS DOWEL INTO EXISTING SIDEWALK GREATER THAN 120 (VARIES) W/#4 BARS @ 18" O.C. RAMPS SHALL COMPLY WITH TAS REQUIREMENTS RETURN CURB TO HAVE A ROLL FACE DIMINISHING AT RADIUS POINT SIDEWALK I 5' R. (MIN.) BACK OF CURB NEAT SAW CUT NEAT NEAT SAW CUT SAW CUT A 1' *MAINTAIN 2X MAX CROSS TYPE "G" EXPANSION JOINT EXISTING CURB & GUTTER TO SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED. ** EXISTING SIDEWALKS, (A MIN. RESIDENTIAL DRIVEWAY OF 4' BEHIND BACK OF CURB), MAY REMAIN IN PLACE OTHERWISE SIDEWALK MUST BE REMOVED. f- ~ w Ld w > > Y N u DRIVE14APIES c4 S 40P PER FT . MIN. 1-1/ I APPROX. 12" ,��' DRIVEWAY WIDTH L/ VARIES-�{ DRAINAGE CULVERT (MIN. 18" DIA. RCP PIPE) A SECTION A A LPRRTY E NOTE: 1. LENGTH OF DRAINAGE PIPE FOR RESIDENTIAL DRIVES IS 36' MAX & 20' MIN. EDGE PVMT. DRAINAGE 2. ALL DRIVEWAY PIPES WITHIN CULVERT ROW MUST HAVE CONCRETE SLOPED END SECTIONS STREET (6:1 SLOPE) OR APPROVED A EQUAL. TYPICAL DRIVEWAY ENTRANCE WITH CULVERT ST2-02 FLEX BASE EXISTING GRAVEL STREET COMPACTED CEMENT �! STABILIZED SAND OR 12" FLEX BASE . o.- 6°o�o.e o O o 12" VARIES EXISTING CURB &- GUTTER TO BE REMOVED I ST2-00 TYPE "D" EXPANSION JOINT. 7 ELEV.= T/C ELE*. 3"/ MATCH UOF41EM EXISTING TTE3I/ �EXISTING PVRISEEXISTING BA.DRIVEW 6" (28 CURB RETURN RADIUS + 2' Lo 6" THICK CONCRETE(28 DAY STRENGTH= 3500 PSI)W/#4 BARS AT 18" O.C.E.W. W/6" LSSB TO 2' BEYOND B.O.C. EXPANSION JT.SMOOTH DOWELBAR, w CURB RETURN RADIUS T-6" o� z j ACCESSIBLE ROUTE (4' MIN.) p � n. � (OPTIONAL) 114f NOTE 3. —14 OTE 3. � TYPE "D" LONGITUDINAL JOINT SECTIONA A SLOPING AWAY FROM INTERSECTION NOTES: 1. IF THERE IS A VALLEY GUTTER, THEN TRANSITION 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. 2X MAX SLOPE. 4. 5' MIN TRANSITION TO LAY DOWN CURB BEGIN AT P.T. CURB RETURN RADIUS + 2' o ? CURB RETURN RADIUS z j ACCESSIBLE ROUTE (4' MIN.) p cy (OPTIONAL) (LZ) U NOTE NOTE 3 3 NOTE 3 LONGITUDINAL 1/4" JOINT SECTION A A SLOPING TOWARD INTERSECTION SIDE STREET WIDTH C� PSPNP�3 P *MAINTAIN 2% MAX POINT OF CROSS SLOPE CURVATURE -BACK OF CURB - 25' RAID. (MIN.) 1/2"0 X 16", WITH TYPE "D" CAP @ 12" O.C. LONGITUDINAL (COATED W/HEAVY GREASE) I I JOINT ACCESSIBLE RAMP (SEE RAMP DETAIL) �7AcCESSIBLE ROUTE POINT OF TANGENCY --- ------- _... ...;—...—►.. ... A EXPANSION JOINT (TYP.) S--'Pco\ „ SEAL W/APPROVED v EXPANSION JOINT MATERIAL TYPICAL STREET CONCRETE APRON ST2-01 W TYPE "G" EXPANSION JOINT PROPERTY LINE VA IES MAINTAIN 2X MAX RETURN CURB TO HAVE CROSS SLOPE A ROLL FACE DIMINISHING AT RADIUS POINT. TYPE "D" AMBULATORY RAMP AY APRON SHALL BE 25' MIN. REMOVECURB LONGITUDINAL SLOPE 1:12 MAX. MED TIE BAR -DAY CONCRETE THRU RAMP JOINT #4 X 18" O.C. STRENGTH - 3000 psi) WA 4 FOR TYING NEW BARS @ 18" O.C.E.W. ASPHALT SIDEWALK I CONCRETE TO EXISTING APRONS W/O CURB & GUTTER — CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN I NEAT ONLY DITCHED STREET SECTIONS NEAT SAW CUT ONLY. SAW CUT SECTION A A �1 TYPE "G" /A NEAT EXISTING CURB & GUTTER TO EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET SURFACING AS NEEDED COMMERCIAL DRIVEWAY ST2-03 ---SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOIL VARIES OPEN CUT GRAVEL STREET ST4-00 * MIN. 6" HMAC (TYPE C OR D) SAW CUT - COMPACTED CEMENT 12" STABILIZED SAND O.D. :.';... #4 BARS, 18" O.C.E. . 28-DAY CONCRETE STRENGTH = 3500 psi EXISTING SEAL COAT/ DOWEL #5 BARS, 16" LG., EEpDCEMENT HMAC (8" INTO EXIST. PVMT.), @ 18" 0.0 COMABILIZEDA EXISTING CONCRETE 6"j�- STREET f-SAW CUT y I * REFER TO HMAC SPECIFICATION FOR LIFT AND COMPACTION REQUIREMENTS SEE BEDDING DETAIL FOR I ;;� APPROPRIATE PIPE TYPE UNDISTURBED SOIL�� VARIES OPEN CUT SEAL COAT/ OVERLAY STREET ST4-01 RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT WIDTH 24 30 R.O.W WIDTH 70 100 NOTES: ggEE SS IILL NN EE 1. EASEMENT TPARALIEL TO ROWQWRTHIN6 CITY LIMIT 2 FOLLOW COUNTY'SPECS AND SOTANDARDSL 40 6" fp1: T % SEE BEDDING DETAIL FOR UNDISTURBED SOIL) �� APPROPRIATE PIPE TYPE VARIES OPEN CUT CONCRETE STREET ST4-02 10' RO 16' UTILITY 14 14' 16' UTILITY EASEMENT 12' 12' w EASEMENT (SEE NOTE 1) w (SEE NOTE 1) a > o 2" HOT MIX STD. RIBBON CURB a w = ASPHALTIC ? o �z CONC. PVMT. x o a a w 1/2"/FT. SLOPE -� ~ o L MIN. 4" HMAC BASE OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE. (98Z STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND -47 OF OPTIMUM TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 NOTES: NOTES: 1. ALL SUBGRADES SHALL BE STABILIZED, 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" 2-FOR SUBGRADES WITH PI) 15 AND % PASSING THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH-3500 PSI). SIEVE > 357, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC 3. FOR SUBGRADES WITH PI< 15 AND 7 PASSING THE 0200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 357, 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. VARIABLE R-O-W (SEE NOTE 1) WILL BE DETERMINED BY THE ENGINEER. VARIABLE B/C TO B/C (SEE NOTE 1) js VARIABLE R-O-W (SEE NOTE 5) 'I VARIABLE B/C TO B/C (SEE NOTE 5) R MONOLITHIC CURB SEE 4' CONCRETE SEE 5' CONCRETE 2" HOT MIX ASPHALTIC STD. CURB & GUTTE rSE'E 4' ON RE SEE 5' CONCRETE 6" REINFORCED CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT DEWALK DETAIL I I SIDEWALK DETAIL (28 DAYSTRENGTH=3500 PSI) TYPE "D" JOINT SIDEWALK DETAIL if 3X SLOPE —� 3% SLOPE --> ......... LIMIT OF MEASUREMENT- 2' MIN. 4" HMAC BASE 6" COMPACTED STABILIZED SUBGRADE (98'/. STANDARD LIMIT OF 2' "4 BARS @ 18" O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE (98X STANDARD OR 6" CRUSHED LIMESTONE MEASUREMENT (MID SLAB) ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY EXCAVATION BASE (957 MOD. ASTM-D7557) ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND -47 OF OPTIMUM) AND STABILIZATION (LOCAL STREETS) 0 AND •41 OF OPTIMUM. EXCAVATION & TYPICAL STREET SECTION STABILIZATION. TYPICAL STREET SECTION ASPHALTIC CONCRETE PAVEMENT ST4-04 I REINFORCED CONCRETE PAVEMENT ST4-05 0 0 U W 0 U CITY O F BRYA N The Good Life, Texas Style: DRAWN BY: C.L.M. DATE 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE= SHEET 1 OF 1 24" X 24" X 6" 28-DAY CONCRETE STRENGTH = 2000 psi D ob WTIH •4 BAR AROUND ALL VALVE BOX. COPPERHEAD SNAKEPIT TEST STATION (LIGHT DUTY) OR APPROVED EQUAL COPPERHEAD SNAKEPIT TEST STATION (LIGHT DUTY) OR APPROVED EQUAL AWWA C900- PRESSURE PIPE 14 ga. INSULATE COPPER TRACER WIRE W/ALL SPLICES MADE USING APPROVED WATER NOTE: GENERAL NOTES: 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" ONLY WHEN TOP OF GATE VALVE SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE STANDARD FIRE IS DEEPER THAN 5 FEET FROM TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN GATE V FINISHED GRADE. BY ANY MECHANICAL EQUIPMENT. W/VALVE BOX 2. ALL VALVE OPERATING NUT 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH = 2000psi. WATER LINE EXTENSIONS ARE TO BE MADE AS REQUIRED + OF STEEL, SIZED AS NOTED, 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF AND PAINTED WITH TWO (2) BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY MI COATS OF METAL PAINT. THE ENGINEER. TEE OR TAPPING SLEEVE 3. EXTENSIONS SHALL BE A MINIMUM &VALVE AS REQUIRED OF ONE (1) FOOT LONG. 4• WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS AS I REACHED 7 DAY STRENGTH. REQUIRED 4. VALVE BOX LIDS LOCATED ON 5, ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL WILL HAVE FULL VALVES TO ISOLATE FIRE BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL SUPPRESSION LINES FROM PUBLIC BE CUT FOR EACH BELL AND FIRE HYDRANT. WATER LINES SHALL BE AMPro USA, LL562 LOCKABLE LID. 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 90° BEND 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM STANDARD FIRE HYDRANT GATE VALVE THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. W/VALVE BOX Z VALVE BOX PER SPECS. Q STANDARD FIRE HYDRAN -1 VALVE BOX PER SPECS WITH BOX 3 EXTENSION AS NEEDED 2" SQUARE AWWA NUT EXTENSION WITH A A + FINISHED GRADE CENTERING COLLAR. o TERMINATE 4' TO 5' FROM TOP OF BOX. _ 6„ s" A _ BURY LINE FIRE HYDRALOCATION AS REQ'D LJ VARIES 2" SQUARE AWWA NUT EXTENSION WITH REALIGN AS NEEDED � CENTERING COLLAR. a TERMINATE 4' TO 5' FROM TOP OF BOX. 6" STD. 6" D.I. OR C909 PIPE ,0 GATE VALVE 6" MJ ANCHOR �STO. GATE VALVE WITH SS BOLTS COUPLING W/STAINLESS CON RETE STEEL BOLTS BLO KING PEA GRAVEL -FILL 24" X 24" X 6" si TO 1 FT. ABOVE WEEP HOLEI .o 28-DAY CONCRETE PVC OR D.I. PIPE ( WITHN04 BAR TH OARO00 UND \J THRUST BLOCK ALL VALVE BOX. TEE OR TAPPING BLOCK USING 12"x12"x4" SLEEVE & VALVE VMECHANICAL JOINTS �' ` PRECAST CONCRETE TIGHT CONNECTORS - BLOCK AS DIRECTED. AS REQUIRED WITH SET SCREW �, BLOCK MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX �- \I 2" SQUARE x 2" HIGH OPERATING NUT VALVE OPERATING NUT EXTENSION DIA x 1/8" MIN HICKNESS STEEL PLATE w/ 90°CUT-OUT 1" DIA STEEL ROD SQUARE SOCKET 2" DIA INSIDE 21/4" DEPTH TWO 3/8" SET SCREWS ON (1/8" MIN WALL EITHER SIDE TO LOCK THE OPERATING NUT. SCREWS THICKNESS) ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET. GATE VALVE EXTENSION _ R�TSCRFRVI TAINE 2411 24" MIN. I Mr)ICTI IRRFfI DIRT RETAINER GLANDS VIEW A -A OR MEGA LUGS "' + 6" X 12" GRADELOK BLOCK AS DIRECTED W/M.J. SPLIT GLANDS (ROTATE TO FINAL GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY W1-o2 COPPERHEADG SNAKEPIT TEST APPROVEDIEQUADUTY> OR GROUND LEVEL F-77777TF.. .)All 48" MIN. * EFER TO TECHNICAL SECTION 09 03 12 BLOUETENIAAMELTPAINT OR TRACER WIRE INSTALLATION --COPPERHEAD (LLIIGHTNDUTY) TEST APPROVED EQUAL METAL DETECTOR TAPE ETER�" "" "' "" METAL DETECTOR TAPE BOX(STD.) -LOW E�ECTR�CAL GWIREITCONNECTIOR TYPICAL UTILITY PIPE *TRACER WIRE MUST BE INSTALLED DIRECTLY ABOVE THE PIPE AND SHALL BE TAPED TO THE PIPE AT 10' INTERVALS. 1-01 UTILITY PIPE LOCATION MATERIALS UNDISTURBED DIRT END OF LINE CAP/PLUG EDDING SAND PLAN VIEW COMPACTED SELECT Ja�ra• SECTION A -A NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE END OF LINE BLOCKING 'ETE W3-00 NOTE; 1. 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 (i") 3. PIPE SIZE SHALL BE 1" OR 2". OR MODEL 102 (2") OR 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL THE ENGINEER HOT -BOX POLY ROX MODEL PHRI 01 WITH HEAT OR MODEL PHR2 (2") - WITH HEAT OR APPROVED EQUAL 4" X 3' X 3' CONCRETE PAD (FOR 1" PIP 4" X 5' X 3' CONCRET PAD (FOR 2" PIPE) IRON PIPE THREAD COMPRESSION FITTING AND BALL GATE VALVE TYPE "K" COPPER TUBING TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 TYPICAL UTILITY PIPE DEAD END TRACER WIRE SHALL I 6 FEET B�YOND END COILED A SECURED FUTURE CONNECTIONS PIPELINE NOTES WARNING SIGN MAIN LINE 1. FURNISH AS SHOWN ON PLANS BLACK AND ON ALL VALVE SIGN POSTS. TEXT -\� W qR N I N G 2' SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON ENAMEL FINISH. FURNISH ONE 10" UNDERGROUND PIPELINE WARNING AND ONE VALVE SIGN V CONTACT THE CITY AND ONE POST FOR EACH VALVE BEFORE EXCAVATING INSTALLED AND AT OTHER O L14" LOCATIONS AS SHOWN ON PLANS. M. J. TEE YELLOW FURNISH SAME NUMBER OF BACKGROUND REPLACEMENT SIGNS AS FOR EACH OR CROSS INSTALLED (OMITTING VALVE V AL V NUMBER ON VALVE SIGN BLANK) NC' (NOT A SEPARATE PAY ITEM) 3' X 3' X 6" 7" ^I v 2" BLACK PRESSURE SENSITIVE NUMBERS CONCRETE SLAB TO BE ADDED AFTER WHITE 101, BASIC SIGN HAS BEEN BACKGROUND. PAINTED. MJ PLUG (Y^• PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN W1-03 4'-0" 8 BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST CAST IRON VALVE BOX COVER 2'X4'X6" CONCRETE SLAB 2' X 4' X 6" CONCRETE SLAB 41_Ol NOT GREATER �% THAN 45° ABACK FILL] AMERICAN FLOW CONTROL TRENCH AT BEENDND TG ADAPTER OR AN APPROVED EQUAL 6" DIP A INING GLAND p AND PLUG. c�0 O THRUST BLOCK *NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 95% AND REDUCER AS REQUIRED STANDARD DENSITY PER ASTM D698 I N - L I N E BLOW OFF ASSEMBLY. W3-01 GALV. ELL GALV. NIPPLE L- REMOVE AND DISCARD AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION 2" METER BOX WITH I EXIST. GRAD 4'-0" IRON VALVE BOX COVER CAST IRON LID SCH. 40 GALV. PIPE ;1�CAST 2' X 4' X 6' CONCRETE SLAB AFTER BLOW -OFF INSTALL MALE QUICK AMERICAN FLOW CONTROL EXIST. GRADE CONNECTION & CAP TRENCH ADAPTER OR AN APPROVED 4" APPROVED EQUAL BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP BRASS THREAD PIPE 31 31WATER MAIN BRASS ELL-,"",MJ TAPPED CAP CONCRETE BLOCKING i0 WATER 4" M. J. ELL PLACED BE IINTAC�ORPANCE WITH BE IN ACCORDANCO WI I H DETAIL W3-0 MAIN UNDISTURBED SOIL DET L W3-00 BRASS NIPPLE 4" END OF LINE 2" BLOW -OFF RISER BLOW -OFF W3-03 NOTE; USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE SCHEDULE ID Cm> THRUST (tons) C (ft) A (ft) VOLUME (c. J 4,6 8 5.1 1.5 2.51 0.3 10 12 11.3 1.5 3.5 0.6 I� "--POUR AGAINST (' UNDISTURBED EARTH TEE THRUST BLOCK THRUST BLOCK NOTES; 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 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 OUTER POUR CONCRETE "\P• DIA. AGAINST UNDISTURBED EARTH SECTION X X PLAN VIEW HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE A (ft) B (ft) C (ft) E (ft G (ft) VOLUME (c. .) 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 90, 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 45° 6 8" 2.0 2.0 1.5 0.9 1.5 0.2 10 12" 3.5 2.5 1.5 1.2 2.2 0.5 6 1.5 1.5 1.5 0.9 0.8 0.1 22.5° '8„ 10,12' 2.0 2.5 1.5 1.2 1.1 0.3 6 8"1 1.0 1 1.51 1.5 0.910.41 0.1 1125° 10,12' 1.5 1 1.51 1.5 11.2 10.61 0.1 TYPICAL HORIZONTAL THRUST BLOCK NOTES BRASS CURB STOP O z 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN WITH PLUG (RE -) BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. FOR SINGLE SERVICE OR BETWEEN THE SERVICE 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. o SADDLE AND THE WYE FOR DOUBLE SERVICE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4' MIN. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 7.METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. 3. MARK EACH SERVICE END WITH METAL "T" POST 8. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER �1 VIEW A A PAINTED BLUE. THE SUPERVISION F A RPLS UPON COMPLETION OF O o CONSTRUCTION. DOUBLE SERVICE CONC. CURB & GUTTER �A 2' MIN.-3' MAX. BALL VALVE - P t�-2MIN, **SEE SPECIFICATION 660 FOR WITH PLUG MATERIAL REQUIREMENTS (2 FOR DOUBLE SERV.) 4' MIN. APPROVED SERVICE SADDLES FOR DUCTILE AND PVC, OR 1" TYPE "K' COPPER TUBING TAPPED TEE (2 FOR DOUBLE SERVICE) X i" BRASS WYE CORP STOP (1 FOR DOUBLE SERV.) (1 FO TYPE K COPPER TUBING (SINGLE SERVICE) -1/2" TYPE K COPPER �1111(SEE TUBING (DOUBLE SERVICE) 1-1/2" CUT-OFF BEFORE WYE WATER LINE NOTE 1) NEW WATER SERVICE (SHORT AND LONG SIDE) \A/ i _(11 STRUCTURAL BACKFILL AREA INCLUDES -WATER PIPE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO. 2 IN W4-03) OR EXCAVATED SOIL COMPACTED TO 937 MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO -4% WET OF OPTIMUM (OPTION NO. 1 IN W4-02) PIPE JOINT r B/C c� 5' 2JGQ-P� � pF �JG J\ PAVEMENT AREAS g. B/C > SIbEWALVC ' 5' STRUCTURAL BACKFILL AREA NEAREST BELL 4 2' 2' 2' clod Tvo e ,Y„ e JOINT (TYP. EA. END) mom_ IL m� 1 II1 �- mYm�Y�mlI CARRIER PIPE CASING SPACER STEEL CASING 1-PC. PULL -ON WATE TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS SEAL W/ STN. STL. TO MAINTAIN 1" MAX CLR. CLAMPS "APS" OR 30 "PSI" MAX BAND CLAMP STEEL CASING NOTE; CASING SPACERS AT SPRINGLINE 4-RUNNER MIN. (THRU 24' DIA 8" WIDE BAND STAINLESS CASING) OR 6-RUNNER MIN. STEEL (TYPE 304) (24"-42" DIA. CASING) STAINLESS PROVIDE 4 STL. TYPE304; 8" WIDE BAND RUNNERS AT NEOPRENE INSULATION SLEEVE W/ POLYMER RUNNERS; CENTERED 45° BOTTOM BETWEEN PIPE AND BAND OR NON -CENTERED: CLEAR BELL, MIN RESTRAINED FROM FLOTATION; POLYMER RUNNER (TYP) INSULATED; "APS, INC.. MOD SS18" OR "CASCADE" CASING DETAIL W2-00 FWM W2-03 NOTE: 1. F?R 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 THE BORING ING PREFERRED, EEK RED, WET BORING ALLOWED ONLY WHEN EAPPROVED TIES 4 WITH ATBENIO SUCHOTHDATATHE CARRIERINPIPELCAN BEOPULLED ABOVETTHIESPIARTALLEL MAIN. 2'-0" MIN. ENCASEMENT 2'-0" MIN. OPEN CUT OPEN CUT - " LIMIT WIDTH OF PAVEMENT LIMIT GATE VALVE 3'-0" MIN. SIEDEWgPIL CUT OTR BYS DIREC STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING NOTES: qq L oo EEEE W/VALVE BOX 1 STANDARD SPECIFICATION FOR AWATTERNAANDESEWERI LINETCONSTRUCTIONITY 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. SINSTALLED 4 WPH AT8ENID SUCHOTHDATATHEHCARRIERICNN ABOVE EOPULLED ABOVETTHIESPARAOL.LEL MAIN. OR TAPPING EVE &EVALVE EQQUIRD ENCASEMENT R SHOULDER VARIES L 5'-0" WIDTH OF PAVEMENT 5'-0" MIN. MIN. 3'-0" BELO=ITCH FLOW LINE. GATE VALVE CARRIER PIPE STEEL CASING TYPICAL RURAL STREET CROSSING OA SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION), COMPACTED TO A BOTTOM OF SUB -GRADE PLACE METAL DETECTOR IN FUTURE STREET PLACE METAL DETECTOR MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA TAPE AT A MINIMUM OF 24" AREA TAPE AT A MINIMUM OF 24" ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO •47 OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PIPE ABOVE TOP OF PIPE AREAS Oe... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 987 OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 2' AO SELECT MATERIAL QPTIMUM TC *49. OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. �- AO SELECT MATERIAL ©CEMENT STABILIZED SAND 6"-12" © (MANUALLY CONSOLIDATE © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 6"-12" B@(MANUALLY CONSOLIDATE AT OPTIMUM AT OPTIMUM MOISTURE) MATERIAL AND WHICH, WHEN TESTED BY STANDARD - MOISTURE) 4" LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS; 4 MAXIMUM LIQUID LIMIT 45 PIPE UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 PIPE UNDISTURBED SOIL O.D. MINIMUM PERCENT PASSING 3/4" SIEVE - 100 O.D. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 6" MIN./12" MAX. OPTION NO. 1 © CEMENT STABILIZED SAND OPTION NO.2 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS GATE VALVE W/VALVE BOX WATER LINE W4-01 NOTES 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS SEE DETAILS FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL AMPING. 5. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. 6. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. B. SEE "OPEN CUT DETAILS" ST4-00, ST4-01 & ST4-02. 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET IN LENGTH. NO BEDDING SAND IN THIS AREA. GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE 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. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. z CD > w z 0 W V 0 CITY OF BRYA N The (good Life, Texas Style." DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE° SHEET 1 OF 1 I V CINDER BLOCK- FILTER FABRIC NOT TO COVER ROB )1 DRAIN INLET PPPcT�P �' SAND BAG -r FILTER FABRIC ROCK SIZE - 3/4" TO 1-1/2" NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAININLET OR CATCH BASIN. HAY BALES " METAL T-POST ->-� AS REQ'D. TO MAINTAIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUETO ATMOSPHERIC CONDITIONS. STORM DRAIN INLET PROTECTION SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. NOTE: HAY BALES ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. METAL T-POST AS REQ'D. TO MAINTAIN. HAY BALE v SWPP1-00 MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE /ECE55AKY 6" MIN. DEPTH STONE- OVARIES N 5"DI(ASTDIAMETER) 3" TO T 100� P 5" DIAMETER) OVER � 5p, TO 10p p' GEOTEXTILE FABRIC — f pUT WITH SAME SQUARE FOOTAGE. /. A 111 IH ICI �I� EROSION CONTROL ALONG DITCH METAL T-POST AS REQ'D. TO MAINT) SPACED 6' APART SILT FENCE AND/Of HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW. NATURAL GROUND-7 EXISTING STREET-- `� W NOTE: 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED j SO AS TO PREVENT CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. SECTION A -A SUBGRADE SWPP1-01 - 2"X4" WIRE MESH FASTENED TO T-POST — SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T—POST & WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. d DIRECTION OF FLOW 4„ 4"X4" MIN. TRFNC 4' 20" SILT FENCE ASSEMBLY SWPP1-03 CONSTRUCTION EXIT SILT CONTROL WPP1-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE 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. w ca CITY OF BRYAN The Good Life, Tcxas Soc, DRAWN BY C.L.M. DATE 01-01-09 SCALE N T S APPROVED: W. P. K. FIGURE S H E E T 1 0 F I O.D. 1'-0" F6" TYP. MIN. 5'-0" r------ �6" ---- ---- -------------- TYP. II EXTENSION A - . a°O❑a°°❑o°❑ - - - - ❑❑❑❑❑❑ � '4 CURB LINE WHEN RECESSED INLET CONCRETE 1o'-O., "' I `'°.• +'`' 13' RADIUS I L--_-_-_--_--- - ---- ; 6" - - - - _ - ❑❑❑❑❑❑ ❑❑❑❑❑❑' - - ; ❑❑❑❑❑❑ - - - - - - --- - - - - -' GUTTER Y- %/ 13' RADIUS % /2'-0" i - - _ O.D. 6" — 4' NORMAL FACE OF CURB% 2'-0" 1, // MIN. 2'-6" SQUARE 6" 24" WARP PAVEMENT SURFACE TO THROAT OF INLET SEE D2-04 SEE 01-05 STRENGTH =03000Tpsi PLAN PLAN VIEW 28-DAY CONCRETE STRENGTH = 3000 psi *4 BARS 12" O.C.E.W. O.D. + 6" MIN. SIDE WALLS 6" TOP & •4 BARS, 6" O.C.E.W. /� TOP OF CURB TOP SLAB /�� STD. CAST IRON MANHOLE COVER AND FRAME BOTTOM SLAB 6 �— ---------- -----—------—---_---- SECTIONA-A j, EXTENSION �� _ �� ` NORMAL GUTTER LINE DEPRESSED GUTTER LINE (- - - - I� NVERT SHAPING J y �6" TYP. �*4 •4 BARS 6" O.C.E.W. 6" SIDE WALLS TOP & BOTTOM SLAB CONCRETE FILL /q� BARS 12" O.C.E.W. SECTIONA A SIDE WALLS & BOTTOM SLAB ELEVA TION SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION D1-001 F—Dl - 0 1 28-DAY CONCRETE A �3/4" �3/16" 7/16"-� r -- -_, ,-- II21 STRENGTH = 3000 psi R, `�O �- ---c -' - - - - - I ��f A A - ---- - VIEWAA _ A AIN "; A � � � � � � � � � � � � � E I DIAGONALS ao000��p I 28-DAY CONCRETE - - - - STRENGTH - 3000 psi (2) 3/4" DIA HOLES EILO;q:INE j �OooODO _ FOR RE - ROD I I { 5" I J ___ ___' ;` -STD. CAST IRON MANHOLE MIN. 3' COVER AND FRAME IN STREETS 28-DAY PLAN (2) 3/4" SQUARE (30" DIA.) CONCRETE STRENGTH = 3000 psi A CROSS SECTION PLAN } ` PLAN MINIMUM DISTANCE BETWEEN TWO PIPES 18" TO 36" - 12" APART 1/2" FLAT FACED GOTHIC w/APPROPRIATE CITY TITLE O.D. * 6" MIN. *4 BARS 12" O.C.E. 6" TOP & BOTTOM SLAB *4 BARS 12" O.C.E.W. 04 BARS 6" O.C.E.W. 48" OR LARGER - 18" APART A CITY BRYAN DON'T POLLUTE J DRAINS TO A SIDE WALLS SIDE WALLS O.D.+ 6" MIN. TOP & BOTTOM SLAB & SIDE WALLS NO BASURA J RVERS y a LARGE MOUTH BASS LOGO 6" TOP & BOTTOM WALLS f 6" TOP O.D. 6" II VARIES & MIN. 3' T O O 3/4" FLAT FACED GOTHIC (2) PLACES 3" MIN. EACH SIDE �- 6" SIDE WALLS �•4 (SEE NOT EI BOTTOM 1 f DON'T CITY OF COLLEGE STATIDN A A BARS 6" O.C.E.W. TOP BOTTOM SLAB •4 BARS 6" O.C.E.W. T� & SECTIONA A 6" SIDE WALLS TOP & BOTTOM SLAB -� 6" SIDE WALLS SECTION A A POLLUTE JJ DRAINS TD No BasuRaRIVER S � SECTION A A 1/2 FLAT FACED GOTHIC w/APPROPRIATE CITY TITLE STORM SEWER DOUBLE BARREL INLET TROUT LOGO JUNCTION BOX GRATE INLET PLATE D1-02 D1-03 D1-04 D1-05 THICKNESS AS DESIGNATED ON PLANS 5 OR AS DESIGNATED ON PLANS ` •3 BARS @ 18" O.C.E.W. 11/2 NOTE MIN, 18" TOE WALL TO BE CONSTRUCTE MATCH E ELEV. � AT BEGINNING & END OF CONCRETE DITCH CHANNEL & RIP -RAP SECTIONS. 5' 5' S' 5' 2 H/3 WHEN IyH-4' OR MORE iL -� VARIES WEEP HOLE DETAIL 28-DAY CONCRETE STRENGTH= 3000 psi CONCRETE CHANNEL LINING 6 HEIGHT VARIES WEEP HOLE 1/3 HEIGHT 12"X12" GALV. HWD. CLOTH I/4" MESH W/GRANULAR MATERIAL MACHINED BEARING SURFACE 30" 2-1/4"�—2-I1 7T 2-1/4" 1-3/8" 7/16" 1-1/4" MINIMUM WIDTH DRAINAGE EASEMENT 15' MIN. 2 1' MAX. -- 1-v2 1' MIN. �1 COVER SECTION PICK HOLE DETAIL � MAXIMUM SLOPE TYPICAL LINED CHANNEL SECTION BLOCK SOD OR ENKAMAT W/HYDRO—MULCH STANDARD CHANNEL SECTION `�y OF gR 4,� �F OLLEC S, 9� O v �RA1 S�� Z v AM sE D2-02 *3 BARS @ 12" O.C.E.W. - COVER FACE COVER FACE a1. 1 18" TOE DOWN (ALSO AT FLUME ENDS) ff� 1342-A -�16" 2'-0" 4'-0" COVER BACK 28-DAY CONCRETESTRENGTH 3000 psi MANHOLE RING AND COVER STANDARDFLUME SECTION C ON D2-04 EXPANSION JOINTS AT 60' O.C. D2-05 LJ 6„� T 6" (TYP.) •3 "U" BARS 9„ 1 PER BLOCK DISSIPA TOR BLOCK LOCA TION PROVIDE RIP -RAP ROCK (MIN. 20 LB. PIECES) c AN o I 0 12„ 6" V-6" t_.? o 4'-0" 6" 24" *4 BARS 12" O.C.E.W. -� WALLS, BOTTOM SLAB & T( SECTION A A 12" 08 040 6 *4 +E ❑ —0 0 8" DISSIPATOR BLOCK -- I P, "Idall I d D2-00 THICKNESS AS DESIGNATED ON PLANS *3 BARS @ 18" O.C.E.W. OR AS DESIGNATED ^�\J`'— �/7 -- ON PLANS v �� 6"-�I L HEIGHT 1/2 VARIES MATCH FL ELEV. 1 F--;; 1/EE EEP HOLE 3EP HEIGHT W U 12"X12" GALV. HWD. 18" TO 36" AS CLOTH 1/4" MESH DESIGNATED W/GRANULAR MATERIAL ON PLANS 6" NOTE: MIN. 18" TOE WALL TO BE CONSTRUCTED AT BEGINNING & END OF CONCRETE DITCH CHANNEL & RIP -RAP SECTIONS. 5' 5' 5'� 2 g H/3 WHEN —� H-4' OR MORE 28-DAY CONCRETE STRENGTH = 3000 psi WEEP HOLE DETAIL CONCRETE RIP -RAP D2-01 THICKNESS AS HANDRAIL DESIGNATED ON PLANS +3 BARS @ 18" O.C.E.W. i'-0" SIDEWALK s OR AS DESIGNATED ON PLANS - HEIGHT 11/2 VARIES MATCH FL ELEV. 1(—�� 28-DAY CONCRETE STRENGTH = 3000 psi p NOTE: 18" TOE WALL TO BE CONSTRUCTED 18" TO 36" AS AT BEGINNING & END OF CONCRETE DESIGNATED ON PLANS DITCH LINING & RIP -RAP SECTIONS 6" 1 L CONCRETE SIDE SLOPE PROTECTION D2-03 BARS FT icBARS E FRONT ELEVA TION ' 12 I BARS E- BARS Ai-Ax-F BARS E BAR W BARS Di-Dx Dx BARS Vi-Vx FVx CONFORMS TO 2:1 SLOP S BARS4" MinA BARS CV � BARS A BARS G BARS B BARS E 6' 1' 28-DAY CONCRETE STRENGTH = 3000 psi ;BARS F ' BARS C --BAR W A 0• BARs vi vx- �,---------------- - ---- ARS G ell PLAN VIEW GENERAL NOTES: ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM THE SURFACE Di-Dx ;S -i- to PROVIDE A 12" FOOTING AS SHOWN WHERE REQUIRED TO MAINTAIN 4" MIN. COVER FOR PIPES. CONCRETE FOR FOOTING SHALL BE ADDED TO TOTAL QUANTITIES .SHOWN. SIDE ELEVATION -II— BARS V-T BARS S-T. JOINT L BARS Ai-Ax SECTION A A - - PROVIDE RIP -RAP ROCK (MIN. 20 LB. PIECES) E PLAN THE CONCRETE. TOTAL QUANTITIES INCLUDE ONE DI DIAMETER LAP FOR ALL BARS OVER 6' 0" IN LENGTH.. �^ 28-DAY CONCRETE STRENGTH = 3000 psi MINIMUM DISTANCE BETWEEN �24- TWO PIPES REINFORCING STEEL FOR ONE HEADWALL 18" TO 36" - 12" APART -- BN2S Ai-Ax BARS 8 BARS Bi-Bx BARS C BARS Di Dx BARS E BARS F BARS G BARS S BARS Vi Vx BARS W 48" OR LARGER - 18" APART •4@12"+ •3@18"+ •3@18"+ •4@12"+ •3@12"+ •5 •4 •3 •4 •4@12"+ •5 TYPICAL CONCRETE HEADWALL & END WALL WITH WINGS CONCRETE HEADWALL FOR 2 PIPES D3-00 D3-01 SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A 2" MIN COMPACTED CEMENT STABILIZED MINIMUM OF 907 OF MAXIMUM DENSITY AS DETERMINED BY I ED CEMENTSTABILIZED ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN SAND, CK LL ONLY). SPADE LIFTS INTO OPTIMUM TO +4/ OF OPTIMUM UNDER NON-STRUCTURAL PIPE O.D. AREAS (ie... YARDS, PASTURES, EASEMENTS) AND TO A 8 PLACE, TO FILL ALL VOIDS MINIMUM OF 98/ OF MAXIMUM DENSITY AS DETERMINED (4" MIN.) AROUND PIPE. MANUALLY BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE AT OPTIMUM OPTIMUM TO +47 OF OPTIMUM UNDER FUTURE STREET AREAS. MOISTURE. J IP * PE MUST DESIGN TRENCH DETAIL O.D. SITE SPECIFIC FOR HDPE PIPE. 8" MIN./12" MAX. HDPE PIPE IS NOT TO BE THE TRENCH BOTTOM SHALL BE USED UNDER PUBLIC STREET GRADED SO AS TO PROVIDE UNIFORM PAVEMENT AND CONTINUOUS SUPPORT FOR THE CEMENT STABILIZED SAND AS PIPE BARREL BETWEEN BELL HOLES. A MINIMUM WILL ALWAYS BE REQUIRED. BEDDING AND TRENCH FOR REINFORCED CONCRETE PIPE D3-02 COOD o� H �W w � CD a a o Q v Q z � x CITY OF BRN v' + The Good Life, Texa- SaIn- DRAWN BY: C. L. M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. F I G U FR E= D SHEET 1 OF 1 0 1 SUN DECK FENCING. SEE WET LEDGE POOL SEE . DETAIL F, SHEET EXISTING TRAIL TREES LANDSCAPE PLAN, L-02 TO REMAIN (TYP.) SHEET L-02 :Y: �4°E aT {} c r A/C UNIT SCREENING T U h 6 n..� V I I I t , •\ a 0 o ii,' 1? �ti✓� TREES '" •r."+a"sn mm.o• mr..s spawn" urasc"ss,' oarm r .. ."„ ,.rr... s. .-:lam '. f . s �• ' r 18 $ t , o °- 1 ° o o : 0 1 EXISTING TRAIL TREES [ a TO REMAIN (TYP.) "Op III N E 1 A . o PHASE 1 B ° ® AN - ° • ., / � 4 •.arc b , ,,:- i I 1N1 ps V . ti I i 1 r; n I O EXISTING PHASE 1 LANDSCAPE TO REMAIN (TYP.) S-V - CA U TION! ! " vq 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 DISCREPANCIES ON THE PLANS. I` v v CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) SCREENING (TYP.) GENERAL LANDSCAPE NOTES AND SPECIFICATIONS S tlY�� v. � •y Ru,,,w>� � 1. PLANT MATERIAL SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK.' 2. CONTRACTOR SHALL STAKE OUT TREE LOCATIONS AND BED CONFIGURATION FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF. ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE PLANS. 4. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS AND PLANT SCHEDULE, THE DRAWINGS SHALL PREVAIL. 5. LOCATE ALL UTILITIES PRIOR TO DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED BY HIS/HER WORK. 6. NO SUBSTITUTIONS SHALL rBE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE PROJECT LANDSCAPE ARCHITECT OR THE OWNER. 7. PLANT BED PREPARATION PROCEDURE SHALL BE TO ADD 3" OF COMPOST AND 20 POUNDS OF ORGANIC FERTILIZER (GREENSENCE, SYSTANE OR EQUAL) PER 1,000 SQUARE FEET (OF BED) TO ENTIRE BED. BED SHOULD BE TILLED TO A MINIMUM DEPTH OF 6"-8". 8. EXISTING SOIL SHALL BE REASONABLY FREE OF STONES, LUMPS OF CLAY, ROOTS AND OTHER FOREIGN MATTER. ACIDITY TO BE BETWEEN 5.0 AND 7.0 PH. 9. IF ROCKS ARE ENCOUNTERED, REMOVE TO A DEPTH OF 4" AND ADD 4" OF FRIABLE FERTILE TOP SOIL TO ALL SODDED AREAS. GRADE ACCORDING TO ENGINEER'S GRADING PLAN. 10. LAWN AREAS SHALL HAVE 4" MINIMUM FRIABLE TOPSOIL AND BE TREATED WITH FERTILIZER APPLIED AT A RATE OF 20 POUNDS PER 1,000 SQUARE FEET. 11. ALL PLANT BEDS SHALL BE TOP 'DRESSED WITH A MINIMUM OF 2" OF SHREDDED HARDWOOD MULCH. 12. PROVIDE STEEL EDGE BETWEEN ALL PLANT BEDS AND LAWN AREAS UNLESS INDICATED DIFFERENTLY ON PLANS. 13. ALL DISTURBED AREAS NOT INDICATED AS PLANTING BEDS SHALL BE SEEDED BY CONTRACTOR TO PROVIDE AN ESTABLISHED TURF AREA. 14. TREE PLANTING PITS SHALL BE BACKFILLED WITH TOP SOIL, AND CLEARED OF ALL ROCKS, LUMPS OF CLAY AND OTHER FOREIGN MATERIAL. PLACE 1" OF COMPOST AND 3" OF MULCH ON TOP OF ROOT BALL. 15. METHODS OF TREE STAKING INDICATED ON THE DRAWINGS ARE FOR SUGGESTION ONLY. THE LANDSCAPE ARCHITECT SHALL USE WHATEVER METHOD HE/SHE DEEMS FIT, HOWEVER, HE/SHE WILL BE HELD LIABLE FOR ANY DAMAGE CAUSED TO THE TREE DUE TO.IMPROPER STAKING METHODS (INCLUDING ABSENCE OF STAKING), AND WILL BE RESPONSIBLE FOR ADJUSTING AND/OR REPLANTING TREES WHICH ARE NOT HELD UPRIGHT DURING THE WARRANTY PERIOD. 16. TREES SHALL BE PLANTED AT LEAST 4 FEET FROM ANY RIGHT-OF-WAY, CURB, WALK, OR FIRE -HYDRANT, AND OUTSIDE ALL UTILITY EASEMENTS. 17. TREES .SHALL BE PLANTED AT LEAST 8 FEET FROM ANY PUBLIC UTILITY LINE. 18. TREES OVERHANGING WALKS AND PARKING AREAS SHALL HAVE A CLEAR TRUNK HEIGHT OF 7 FEET FROM FINISHED SURFACE GRADE. 19. TREES PLANTED ON SLOPES SHALL BE PLACED IN PLANTING PITS OF ADEQUATE DEPTH SUCH THATr THE SOIL STAIN AT THE BASE OF THE TRUNK MATCHES THAT OF THE. AVERAGE GRADE OR SLOPE. 20. DURING THE WARRANTY PERIOD, THE OWNER, TENANT, AND/OR THEIR AGENT (IF ANY) SHALL BE JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL INCLUDE - BUT NOT BE LIMITED TO- MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF YEAR. PLANT MATERIAL THAT IS DAMAGED, DESTROYED, REMOVED, OR SHOWING MORE THAN 40% DEFOLIATION, SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR SIZE AND VARIETY WITHIN THIRTY (30) DAYS. 21. CONTRACTOR SHALL WARRANTY PLANT MATERIALS TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER THE FINAL ACCEPTANCE. WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS FO PLANT MATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM, OR NEGLIGENCE ON THE PART OF THE OWNER. 22. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS. 23, AN AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED TO MAINTAIN ALL LANDSCAPE AREAS. OVER SPRAY ON STREETS AND WALKS IS PROHIBITED• s E :.._.. SEP 1, /n ICU `- 2011 ' - U DEVE%ORK47-NT SFAVICESr. GRAPHIC SCALE PLAT f~ILEU'-` 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. LANDSCAPE REQUIREMENTS STREETSCAPE REQUIREMENTS: ONE CANOPY TREE FOR EVERY 25 LF OF FRONTAGE SHALL BE INSTALLED: TOTAL STREET FRONTAGE: 521 LF REQUIRED PROVIDED TOTAL TREES: 21 21 POINTS PER PROJECT AREA: TOTAL DEVELOPED SITE AREA: 414,692 SF POI NTS TS REQUIRED MINIMUM LAND P E IRED U S O (30 POINTS/ 1,000 SF OF SITE AREA): 12,441 POINTS THREE HUNDRED ADDITIONAL LANDSCAPE POINTS SHALL BE REQUIRED FOR EVERY 50 LF OF FRONTAGE ON A RIGHT-OF-WAY: (521 / 50)(300) = 3,126 POINTS A 10% POINT CREDIT WILL BE AWARDED FOR LANDSCAPE PLANS THAT ARE PREPARED BY A LANDSCAPE ARCHITECT REGISTERED IN TEXAS: (15,567 *.10) _ (1,557 POINTS) REQUIRED PROVIDED CANOPY TREE POINTS: 50% OF TOTAL REQUIRED POINTS 7,005 POINTS 8,100 POINTS SHALL BE PROVIDED BY CANOPY TREES. (14010-.50) = 7,005) TOTAL POINTS: 15,567 -1,557 = 14,010 POINTS 14,060 POINTS TOTAL LANDSCAPE POINT CALCULATION LANDSCAPE NOTES: 1. FINAL SHRUB LOCATIONS MAY VARY FROM THIS PLAN BASED ON PLANTING CONCEPTS THAT ARE ABOVE AND BEYOND CODE REQUIREMENTS. HOWEVER, FINAL QUANTITIES SHALL NOT BE BELOW QUANTITIES APPEARING ON THIS PLAN. 2. A COPY OF THE PLANTING PLAN USED FOR CONSTRUCTION PURPOSES WILL BE PROVIDED TO THE CITY FOR FILING PURPOSES DURING THE BIDDING PROCESS. 3. A FULLY AUTOMATED UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR IN THE STATE OF TEXAS AND SHALL BE OPERATING PRIOR TO ANY PLANT MATERIAL BEING INSTALLED. 4. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARK114G LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 5. THE IRRIGATION SYSTEM MUST 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. 6. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 7. ALL NON -CANOPY MULTI -TRUNK TREES SHALL HAVE AT LEAST ONE (1) CANE THAT EXCEEDS THE SPECIFIED CALIPER SIZE (1.5" CAL. TYP.) SYMBOL TAG QTY. SIZE SCIENTIFIC NAME COMMON NAME TYPE POINT VALUE POINT o QV 24 2.5" CAL. QUERCUS VIRGINIANA LIVE OAK CANOPY TREE 150 3600 A UP 5 2.5" CAL. ULMUS PARVIFOLIA CHINESE ELM CANOPY TREE 150 750 SEMPERVIRENS 13 UC 4 2.5" CAL. ULMUS CRASSIFOLIA CEDAR ELM STREETSCAPE TREE 150 600 0 TD 17 2.5" CAL. TAXODIUM DISTICHUM BALD CYPRESS STREETSCAPE TREE 150 2550 CANOPY TREE SUBTOTAL 7,500 OSS g 1.5" CAL. SOPHORA SECUNDIFLORA TEXAS MT. LAUREL NON -CANOPY TREE 40 360 O LI 15 1.5" CAL. LAGERSTROEMIA INDICA CREPE MYRTLE NON -CANOPY TREE 40 600 SP 5 8-10' CLEAR SABAL PALMETTO PALMETTO PALM NON -CANOPY TREE N/A N/A TRUNK NON -CANOPY TREE SUBTOTAL 960 SHRUB AZ 21 5 gal ALPINA ZERUMBET'VARIEGATA' SHELL GINGER 18-24" HT., N/A N/A FULL 24 5 gal MEXICAN FEATHER SHRUB 18-24" HT., ST STIPA TENUISSIMA GRASS FULL 10 240 HF 18 5 gal HIBISCUS SP. TL-ARE' HARDY HIBISCUS 'FLARE' SHRUB 18-24" HT., N/A NIA FULL SP 12 5 gal SERENOA REPENS SAW PALMETTO SHRUB 18-24" HT., N/A NIA PALM FULL MS 9 5 gal MUSA SUMATRANA ROJO BANANA SHRUB 18-24" HT., NIA NIA FULL MC 13 1 gal MISCANTHUS SINENSIS MAIDEN GRASS SHRUB 18-24" HT., 10 130 FULL O RI 269 7 gal Min RAPHIOLEPSIS INDICA INDIAN HAWTHORN SHRUB 36" HT. MIN, 10 2690 FULL SHRU IVN 127 5 al g ILEX VOMtTORIA'NANA' DWARF YAUPON 18-24" HT.' 10 1270 FULL ® LF 110 5 gal LEUCOPHYLLUM FRUTESCENS TEXAS SAGE SHRUB 18-24" HT., 10 1100 FULL MP 38 5 gal MYRICA PUSILLA DWARF WAX MYRTLE SHRUB 18-24" HT., 10 380 FULL ® PA 190 1 al PENNISETUM ALOPECUROIDES LITTLE BUNNY DWARF GROUNDCOVER N/A N/A 9 LITTLE BUNNY' FOUNTAIN GRASS 6'-8" HT., FULL LAWN 4,760 S SOLID SOD CYNODON DACTLYON COMMON BERMUDA SOLID SOD, SAND FILLED JOINTS NIA N/A SHRUB SUBTOTAL 5,810 TOTAL POINTS 14,270 0 cc 6 Z co U -J .. co C: CU rn L � o ■� g N LL o 0MIf "17i O N ( 7 $Ii,,Z �>11 - rn R W N � W .� LL Z U E jMW Q 6 W LL N ~ F-r-UU' UZw Y L �a a O f- �o: C P FIF�o ;••�`' % q OF Z < 0 0 O N CO zM w On Q o } m UCS) ),� uitW- � w Z z Z w Y U O �r I- n_ Q U) q� w 0..o am u o o U W 4� X 1.- i O W Cl ew W W T J U O U SHEET NUMBER L-01 i r m 1 1 2"x2"x24" WOOD STAKE,' 3 PER P A L I V I PLANTING NOTES: w O TREE, SPACED EQUALLY, ¢. MATERIAL PER SPECIFICATIONS. 1. ALL CLEAR TRUNK DIMENSIONS ON PLAN AND SCHEDULE ARE PLANTED CLEAR TRUNK AND DO NOT INCLUDE THE REQUIRED 15%-20% OF THE TRUNK THAT IS BURIED. 20 GALVANIZED GUY WIRE, ADD 1 TURNBUCKLES IF NECESSARY TO 2. WHEN PLANTING PALMS IN CLUSTERS THE HEIGHT BETWEEN TREES IN THE SAME _._o.......,..._ STABILIZE TREE 3/4" MAX. O DIFFERENT PLANTING GROUP MUST VARY AT LEAST 36". O RUBBER CHAFING GUARD TREATMENTS. 3. MINIMUM TRUNK CALIPER AT 48" ABOVE FINISHED GRADE SHALL BE NO LESS THAN 2 4 WARNING FLAGS 16" IN CALIPER. 6" STEEL EDGING 1=III-111=Ili�lll-III O 4. NO CHANGE IN WIDTH GREATER THAN 2ff IN 48ff OF TRUNK SHALL OCCUR ON ANY Do PLAN O ROOT BALL: REMOVE BURLAP, .III —III -"'I (-`) I I-111=1 I �` `i i�`Ti/�`�T \ z BURLAP TIES, AND WIRE BASKET —III—III TIII—III=III i `�i``�`�l O AMENDED BED SOIL. 6" MINIMUM PALMETTO PALM. Z FROM TOP 1 /3 OF ROOTBALL. DEPTH — REF: NOTES FOR MIX. REMOVE ALL NYLON STRINGS, ''—'' =1i1= i i i �� (�i�i L_J & DEPTH. co r PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE i III— ENTIRE ROOTBALL. (—III=III—III— -III—III III —III —I I1=1� I�� --"----� O NATIVE SOIL 1 � 3 O1" COMPOST & 3" RED CYPRESS 2 MULCH PER SPECIFICATIONS z-, 4 7 PLANTING PIT EXCAVATED TWO TO O STEEL EDGING (( � THREE TIMES WIDTH OF D 5 ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL N.T.S. z \ 6 COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON 1}) 1 SOLID SOIL AND NOT LOOSE n BACKFILL. co =-.,:<.Y; — BACKFILL PIT WITH BOULDER PLACEMENT PER =III —III-11' S NATIVE SOIL CONTRACTOR'S SPECIFICATIONS �t—� N n III I I II UNDISTURBED EARTH AND OWNERS APPROVAL Noy i�fil IiI=III_ 0 ' U g M � III I III-III-1 I I, I I I, _III-1 I1= 8 s '�i� O n 1cp !1 ;I 11=1 I - I I -III -I i I- I _I I i- 111 -I I f=1 I I=1 M W--�- y� � 00 � z =1 I I -I 11=1 11- '*�f�= -- 9 u —ICI—I�r z SECTION ALL SPENT FRONDS TO .- C > M w REMOVED PRIOR � mow _ r BE RE 0 ED P ca Q qA MULTI —TRUNK TREE PLANTING D TO INSTALLATION. a N W f'1 N.T.S. _ =�rI=�ITI—=TI _ _ SOIL MIXTURE, Z III=III=III—III=1 = I I=III—III=1 I I M SEE L.A.'s NOTES Z a \ C Y000 3 —III=III=1 i I —III = I I=III=III=III=1 I I=I I z 4" P.V.C. PIPE FOR 4 a i I=III=III=1 I 1=III=__— — __ _ _ _ — _ _ _ — — r PINE STIRAW MULCH N —I I I I I I —I I I —I I I —I I I —I I I —I I I I I I —I I I —I I I_I I I —III III —I III III — — — — — — — — — — — — ° I I=III= — I I=III—i I I=III=III=1 — — I=III—I — SEE L.A.'s NOTES 1 COMPACT SUBGRADE 3 TO 95% PROCTOR DENSITY BOULDER INSTALLATION I O 2"x2"x8' STEEL FENCE "T" POST, E N.T.S. � .• • Fl.,,..� 3 PER TREE, SPACED EQUALLY, CONC. POOL DECK MATERIAL PER SPECIFICATIONS. (DTURNBUCKLES GUY. WIRE, ADD 15% — 20% .OF TRUNK, _ TO BE BURIED 2 TURNBUCKLES IF NECESSARY TO 00 8'_0" O.C. STABILIZE TREE k- 10 ROOT BALL •• . u i PLAN O3 RUBBER CHAFING GUARD 5" TYP. — �y ILI 2 C 4 1" COMPOST & 3" RED CYPRESS 3,. iiIi i t u O MULCH PER SPECIFICATIONS I I O SQUARE X 12 GAUGE POST r - 3 4' 1 3/4" FORERUNNERTm RAIL m w 'l 0 O ROOT BALL: REMOVE BURLAP, d- a BURLAP TIES, AND WIRE BASKET s 3 FROM TOP 1/3 OF ROOTBALL. � ! ji j 0 1" SQUARE X 14 GAUGE PALMETTO PALM DETAIL N � � ; REMOVE ALL NYLON STRINGS, PICKET H !I l I z w Q mp u I PLASTIC LINERS, AND OTHER POOL DECK LOCATION NTS v w m w „. 2 SYNTHETIC MATERIALS FROM THE I w e i_.,. ENTIRE ROOTBALL. `� !' ! O CONCRETE FOOTING w I~ ¢ w z z a. sQ( Q. O m In m 0 Q U ADJACENT PAVING TO GO `u PLANTING PIT EXCAVATED TWO TO III OVER FOOTING Q O I i THREE TIMES WIDTH OF I: I ROOTBALL. PIT DEPTH AS 4 <. NEEDED TO SET ROOTBALL FINISHED GRADE TO COVER 0 COLLAR AT PROPOSED FINISHED I OVER FOOTING WHEN FENCE IS ' I 5 i 4 ® w UJ GRADE. PLACE ROOTBALL ON I IN LANDSCAPED AREA SOLID SOIL AND NOT LOOSE I C 2 BACKFILL. w -1111 II Q II =_ 6 5 Q NATIVE ILL PIT WITH 2 d I j NOTE: O SUBMIT SHOP DRAWINGS AND •° ° MATERIALS TO ARCHITECT/ENGINEER.> w '�I F— i 1=1i,1 UNDISTURBED EARTH\, \/� f COLOR TO BE SELECTED BY r h/\\/\ \ \\/\\/ \ \ \ \\'��%\\�\~\\ \ \\ \\ \\'\\ \��\\ ARCHITECT/ENGINEER. ( I I i f\// //\ \�� / .,i.///��/�/�,//�\///�/ \//\//\//\//\\�/,�/j/./ SECTION �\ \ \\ \ ��\/ \\/\\/\\/\�� E w w TREE PLANTING J = O jN.T.S./.\ /.\/ / !\/�\/\\// LL. U n 2" RED CYPRESS MULCH LAYER. SUN DECK FENCING DETAIL -- ORNAMENTAL IRON O REF: SPECS. F lU1ll�JJ11� v I L O 3" HIGH EARTH SAUCER NTS ° `<<'f D O "SHOVEL EDGE" (TYP.) WHERE o z BEDS MEET LAWN. REF: E/ THIS 1 SHEET. SOIL MIXTURE, OPLANTING PIT: EXCAVATE TO TWO SEE L.A.'s NOTES z < c TO THREE TIMES WIDTH OF 4" P.V.C.PIPE FOR F--1 Q < ROOTBALL, W/ PIT DEPTH AS Q << << 2 NEEDED TO SET ROOTBALL 0 IRRIGATION < PROPOSED FINISHED GRADE. ° CONTRACTOR LACEME:NT r << < of ROOTBALL ON SOLID SOIL PINE STRAW MULCH APPROX. 4— STONES AC3 AND NOT LOOSE BACKFILL. SEE L.A.'s NOTESAil FTC 3 << < < SCARIFY SIDES OF PIT. PROVIDE w L _ CONTINUOUS PIT FOR MASSED BED PLANTINGS. G WATERING RING 1 111=1I1=1I17 O ROOT BALL: REMOVE FROM I�=1�( _ _ i=lil=--- 6� CONTAINER. GENTLY SCARIFY ILL �i ICI —ICI ICI III ICI ICI III I�I_III tl GIRDERED ROOTS AS NEEDED. FINISHED GRADE 7 REMOVE ALL TAGS & TWINE. 20% OF TRUNK, IIITIIIIII,_ llhilllllillllllll� I��_ 15% - rr � V TO BE BURIED '� ►\� �' O PIT BACKFILL W/ PREPARED SOIL BED MIX PER NOTES AND/OR ROOT BALL SPECS. PROVIDE CONTINUOUS SOIL BED MIX IN MASS _ PLANTINGS. PPROX. 3-4 APPROX. 3-4 STONES TONES ° u O UNDISTURBED EARTH SHRUB PLANTING PALMETTO. PALM DETAIL C WET LEDGE POOL - LANDSCAPE PLAN N.T.S. PLANTING BED LOCATION NTS L it _ 1 0t-Otl SHEET NUMBER — L-02