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HomeMy WebLinkAboutSP2005-500207 Site Plan & Civil Plansa PREPARED FOR, THE DOVETAIL COMPANIES 1550 TIMOTHY ROAD, SUITE 201 A THENS, GEORGIA 30606 CONTACT, LARRY WA TKINS TEL. NO, 17061 357-9100 Ext. 3210 FAX. NO. 17061 357-9101 PREPARED BY. 9300 Wade Blvd, Suite 320 Frisco, Texas 75035 Kimley-Horn and Associates, Inc. Tel. No. 972) 335-3580 Fax No. 972) 335-3779 CIVIL CONSTRUCTION PLANS AT COLLEGE STATION NORTHEAST CORNER OF WELLBORN ROAD (F.M. 2154) & HARVEY MITC ELL (F.M. 2818) COLLEGE STATION, TEXAS VICINITY MAP NOT TO SCALE AUGUST 2006 a E�,I�gl�t�ON CERTIFICATE r RE U I a D �A GGdNLj ' f I P11- COMPL.IA C NOV 2 12006 COLLEGE STATION ENGINEERING INDEX OF SHEETS SHEET NO. DESCRIPTION REVISIONS C-1 COVER SHEET 08 31 O6 PRELIMINARY PLAT -NOT IN THIS SET (BY OTHERS) C-2 SITE PLAN 08 31 06 C-3 GENERAL NOTES 08 31 06 C-4 EROSION CONTROL PLAN 08 31 06 C-5 EROSION CONTROL DETAILS 08 31 O6 C-6 OVERALL PAVING PLAN 08 31 06 C-7 DIMENSION CONTROL AND PAVING PLAN "A" 08 31 O6 C-8 DIMENSION CONTROL AND PAVING PLAN "B" 08 31 L06 C-9 DIMENSION CONTROL AND PAVING PLAN "C" 08 31 O6 C-10 OFF -SITE DRIVE PLAN "A" 08 31 06 C-11 OFF -SITE DRIVE PLAN "B" 08 31 O6 C-12 GRADING PLAN "A" 08 31 06 C-13 GRADING PLAN "B" 08 31 06 C-14 GRADING PLAN "C" 08 31 06 C-15 DRAINAGE AREA MAP 08 31 O6 C-16 OFF -SITE DRAINAGE AREA MAP 08 31 06 C-17 STORM DRAINAGE PLAN "A" 08 31 06 C-18 STORM DRAINAGE PLAN "B" 08 31 O6 C-19 STORM DRAINAGE PLAN "C" 08 31 06 C-20 STORM DRAINAGE PROFILES A. B, & C 08 31 O6 C-21 STORM DRAINAGE PROFILES D & E 08 31 O6 C-22 STORM DRAINAGE PROFILES F, G & H 08 31 O6 C-23 OVERALL WATER AND SANITARY SEWER PLAN 08 31 06 C-24 WATER AND SANITARY SEWER PLAN "A" 08 31 06 C-25 WATER AND SANITARY SEWER PLAN "B" 08 31 06 6 WATER AND SANITARY SEWER PLAN "C" 08 31 O6 C-26A WATER AND SANITARY SEWER PLAN "D" 08 31 O6 C-27 12" WATER MAIN PROFILE STA. 0+00-22+00 08 31 O6 8 PbV 12" WATER MAIN PROFILE STA. 22+00-END 08 31 06 C-29 SANITARY SEWER PROFILES LINE A, B, C & D 08 31 O6 C-30 SANITARY SEWER PROFILE LINE E 08 31 O6 C-31 SANITARY SEWER PROFILES LINE F & G 08 31 O6 C-32 SANITARY SEWER PROFILES LINE H, I & J 08 31 06 C-33 PAVING AND STRIPING DETAILS 08 31 06 C-34 WATER MAIN PROFILE LINE B 08 31 06 C-35 WATER MAIN PROFILE LINE C 08 31 06 C-36 WATER MAIN PROFILE LINE C 08 31 O6 C-37 WATER MAIN PROFILES LINES A, D, & E 08 31 06 C-38 WATER MAIN PROFILES LATERALS B & C 08 31 O6 C-39 WATER MAIN PROFILES LATERALS D & M 08 31 O6 C-40 DECELERATION LANE PLAN 08 31 O6 S1 BRYAN-COLLEGE STATION STANDARD SEWER DETAILS S2 BRYAN-COLLEGE STATION STANDARD SEWER DETAILS S3 BRYAN-COLLEGE STATION STANDARD SEWER DETAILS S4 BRYAN-COLLEGE STATION STANDARD SEWER DETAILS W1 BRYAN-COLLEGE STATION STANDARD WATER DETAILS W2 BRYAN-COLLEGE STATION STANDARD WATER DETAILS W3 BRYAN-COLLEGE STATION STANDARD WATER DETAILS W4 BRYAN-COLLEGE STATION STANDARD WATER DETAILS ST1 BRYAN-COLLEGE STATION STANDARD STREET DETAILS ST2 BRYAN-COLLEGE STATION STANDARD STREET DETAILS ST3 BRYAN-COLLEGE STATION STANDARD STREET DETAILS ST4 BRYAN-COLLEGE STATION STANDARD STREET DETAILS SWt BRYAN-COLLEGE STATION STANDARD SIDEWALK DETAILS SW2 BRYAN-COLLEGE STATION STANDARD SIDEWALK DETAILS D1 CITY OF BRYAN STANDARD DRAINAGE DETAILS D2 CITY OF BRYAN STANDARD DRAINAGE DETAILS D3 CITY OF BRYAN STANDARD DRAINAGE DETAILS CH-W-O TXDOT HEADWALL DETAIL FW-0 TXDOT HEADWALL DETAIL REVIEWED FOR COMPLIANCE NOV 2 S 2006 COLLEGE STATiL►oi ®EVELOPk ENT SERVI 1 �.I KEVIN SGOTT GASKEY r • •• r ::......69165 ....._Qz r r tjt�t11��NAl �4ti��CA 1d� CALL BEFORE YOU DIG DIG TESS 1-800-D 1 G-TESS (at least 72 hours prior to digging) I �2 w H z 0 004 H w w a a 0 U CD CD 9 ed 3w �r 00 U H N O D�O ob #o '0 E o� i WAIF Go (0 �X VICINITY MAP NOT 70 SCALE - REMOVE EXISTING CURB. MATCH i!!?EMENT TO EXISTING GRADE PARKING SPACES TO BE BUILT =-UPON COMPETION OF PERMAMENT•'�'- ACCESS AND TEMPORARY ACCESS REMOVAL PROPOSED TEMPORARY EMERGENCY ACCESS. rT rt 1-1- LnTtt -M T1 17 T CONNECT TEMPORARY PAVEMENT PROPOSED GRADE. REFER TO GRADING PLAN FOR ELEVATION 10 min r W, '14 "AN, 113 MEN Z4 I OR a 111, W 01 NIA Itel 0 Lem N :01:1A 3 VA I I I WOMEN NEIIIIIIIIIIIIII • Woo :jQI2IIk1[ej:1111 Iwo MINIMUM 01 nNyl .1710 �a� [ol Rol • ® , `�1�•�■�aa��T�.= 'cam - o����i.��l� ._-_ _1.�� � � �►�o �.QI ®❑� — •:f����/%�71■��1��� - ` - //µme/j LU t=11IN 11 j =all If COMMON! COMMON AREA ? AREA MIM, ..ik pqx 2 10r, 1 1 : �ma1 1 <, ar`i I ��m>ol 1 1, w�l 1:'�" �.-.1 •s " ��'� " - �`� �/ OF, solemn Ill �i , MOM LCM PROP70"Tm'W4 � •►-�►.!•�.- Sri :6 _SS tie] ZONE R — 4 a, 1 1 VIN COMMON 0 � I ALL OFF; SITE I = I WE DRAINAGE�l JWLL B AREA TEMPORARY ACCESS DETAIL TRACT3 ACCOMM9,DATEDIII E64 6.760 ACRES K. W. SCHICK SUBD. ING (VOL. 542 PG 131) �► \ ( �� PROP. 6* SS m. PROP. b, 2ri TRACT )=OUR SR&MON 'Wool _2 AREA WN TRACT EIGHT ZONE MIN NO CIT�TION FOUND A 0 ­• ® 0 I�i�... • 1K_ W_ SCH.1t K SUE3D. (VOL. 54;2 F'G 131) MIR PARK 10 xl. (PONTALBA APTMTS.) PONTALBA SUBDIVISION TEMPORARY ACCESS LOCATION (VOL. 2392 PG 21) REFERT TO DETAIL FOR TEMPORARY LOT 1 LAYOUT AND INTERIM PARKING 2.15 ACRES 11-A10-420' BUILDING SETBACK LM EX. POWER I • 0LE TYP. T 4.223 ACRES ZONE R - 6 t MULTI -FAMILY Now o < ZONE R — 6 MULTI —FAMILY TRACT"2 5.572 AQRESI' V _T �JH PROP. LEGEND EXISTING STORM SEWER PIPE _W_ EXISTING WATER LINE _SS_ EXISTING SANITARY SEWER EXISTING TREE LOCATION EXISTING FIRE HYDRANT FIRE LANE X1 31 RETAINING ENCLOSURE SEE _J DETAILS ON WALL R-4 HARDSCAPE ZONING PLANVie. III i PROPOSED USE mmn-FAKILY ZONE A 0 O1 wry GROSS ACREAGE (1,893,988.80 SF) 01 ARK'LAND LO1 43.48 AC. p C, - -81, ItIV PARKe. PAREING REQUIIRED 1707 SPACES EX. POWER, YOLE TYP­j OPOSE C I/A ACT 2 PARKING PROVIDED 1713 SPACES 1. TR, ---ZONE 1 0 ZONE 'A W e P_. LL I� fINTMOR ISLAND REQUIRED 20,556 SF (0.47 AC.) 3 _"TRA_C!'fq1 54,210 SF (1.24 AC.) 4 VOLUME 43k! 1,/ /* INTERIOR ]ISLAND PROVIDED J_ t, F-OUR' HANDICAP 20 SPACES PER 1000 STD. SPACES SIX PARMING REQUIIRED PLUS I FOR EVERY 100 OVER 1000. SPACES MEWED FOR -BE ZONE C",, 1' DEDI(CATION,-- I IE- 4§4 _T _7ZI ALL,. Qff• �,I!TE,, I'PARWI[��O j-, ., \ " � 1� i I I , N, 0 T, 27 SPACES UIltBD TR ED HANDICAP IPLIANCE PARKING PROVIDED J J N 2006 rjrl SITE PLAN GENERAL NOTES COLLEG TA TRAIL 1. REFER TO LANDSCAPE ARCHITECT PLANS FOR SIDEWALK DETAILS AND LOCATION WALKINU IK EASMENT DEVELOPMEN S "Plop C 2- REFER TO ARCHITECTURAL PLANS FOR SECURITY GATE DETAILS AND DESIGN. oke ERV 3. BUDILDING #7 NOT USED IN THIS SITE PLAN. FUTURE FIRE H�DRANT S. �j TO BE' INSTALLED , DURING 4. THE BUILDING OFFICIAL HAS INDICATED THAT NO BUILDING PERMITS WILL BE SS. SSUED UNTIL ALL REQUIRED, ASSOCIATED FIRE HYDRANTS AND FIRE TRUCK CONSTRUCTION OFF- EX. 24 ACCESS DRIVES ARE CONSTRUCTED AND ACCEPTED. COMMERCIAL LOTS NOTE! 5. SIGNED AND SEALED RETAINING WALL PLANS WILL BE PROVIDED TO THE CITY ZONE \C--,j r PROPPSED COMMERCIAL, a r LOT THREE -- ---- -4 -4 ti,• ATE NOW�IOR FORMERLY P7 ?I_ CC i4 11 Z q \VOLUME SWA, PAGE 204- — .,,\ I PRIOR TO ANY CONSTRUCTION OF THE PROPOSED RETAINING WALLS. 6. FDCS TO BE PROVIDED TO COTTAGE BUILDINGS. CONSTRUCTION PERMIT TO BE PROVIDED UPON CONFIRMATION OF FDC LOCATIONS. 7. RETAINING WALL SEALED PLANS WILL BE PROVED TO THE CITY. QTrPL-7 IDT A A NOY A, el) CR 0 GRAT�H_ ISC��'LLE t 00 X Mx /t THE WOODLANDS (0 (A 0 200 0 (0 li 100'' ____"00 I U M 0 0 z LOT 1 r PO4t 0 a. 186 MULTI-F"ILY UNITS DEVELOPED T BUILDING DATA SUMMARY TABLE V) 00 E IN 77.14 ACRES < /* 00 V) A U) UNIT TOTAL TOTAL WOODLANDS COLLEGE STATION, LP. < < 0 k ripz UMTS SQ. FOOTIGE VOL 7051. PAGE 158 Ix _5 2 BDR 60 67 04 _Q (,i 0 CITY OF COLLEGE STATION z _0 ,j 3 BDR BRAZOS, TEXAS 102 157,845 5- a) �.....i,,. � \ � /r ,' I I � +. ;.' � `'+j '•,{ f l # �......,. ,`'*, ., _� � SfS 4i, ,. r` .• f"' +i 0 woo 4 BDR 8 12,6:' � "-•,� � � i I � 4 ,1 } ' �. �. , : � I ` ��y _,...._.. � : ' i �� ,✓' r ,, y , ., i•- '• - 1`_ '.- '- ..- 00 1 BDR COTTAGE 7 4,858 OWNER CIVIL ENGINEERISURVEYOR V) 0 0 0 -0 0- J THE DOVETAIL COMPANIES APPMCANTIREPRESENTATIVE r- X 2 BDR COTTAGE 9 8,892 2550 Tirnoth Road Kirnley-Horn and Associates, Inc. Z Athens. Georgia 30606 9300 Wade Boulevard, Suite 320 y Contact: Lary Watkins Frisco, Texas 75035 SHEE*.T J CLUBHOUSE NIA. 8,000* e�, -9100 Ext. 3210 Contact.Kevin Gaskey, P.E. OX 188 259,799 Fax No. (706) 357-9101 Tel. No. (972) 335-3580 004 < Fax No. (972) 335-3779 fA NO '0 00 Ro. i \ t -, I Tel. No. (706) 357 ZZ:t TOTALS ­2 71-- U CL 10000 [0-1- U) Lr) n co Uj 0) :z Z X Lou co 0 •> E cc 4� 0 z Lo 0 LO A in rn X 0 0 ai GENERAL NOTES: 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF COLLEGE STATION DEPARTMENT OF PUBLIC WORKS "STANDARD 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. 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 RELOCA11ON 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, OUTSIDE OF PROPERTY LIMITS DISTURBED DURING CONSTRUCTION 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. CONTRACTOR IS RESPONSIBLE FOR INSURING ALL INGRESS/EGRESS TO THE SITE. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A TRENCH SAFETY PLAN TO THE CITY OF COLLEGE STATION AT THE TIME OF THE PRECONSTRUCTION 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. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATION FOR COMPACTION REQUIREMENTS. 25. 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. GENERAL NOTES (CONT'D): 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 1. CONTRACTOR SHALL FIELD VERIFY THE VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND CONSTRUC1ON MANAGER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 2. 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. 3. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS. 5. 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. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING AND IMPLEMENTING A TRENCH PROTECTION PLAN FOR ALL OPEN TRENCH EXCAVATION. 7. ALL ON -SITE STORM SEWER PIPE SHALL BE HDPE, ADS-N-12 OR APPROVED EQUAL. ALL CULVERTS SHALL BE REINFORCED CONCRETE BOX PER TXDOT SPECIFICATIONS. HEADWALLS SHALL BE TYPE "B" PER TXDOT SPECIFICATIONS. PAVING AND STRIPING NOTES: 1. PAVING SECTIONS SHALL ADHERE TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER (REFER TO THE GEOTECH REPORT BY GESSNER ENGINEERING). 2. 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. 3. 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. 4. BASE MATERIALS SHOULD BE COMPOSED OF CRUSHED LIMESTONE MEETING THE REQUIREMENTS OF TXDOT ITEM 247, TYPE A, GRADE 1. 5. ALL SUB -GRADE SHOULD BE TREATED WITH LIME MEETING THE REQUIREMENTS OF TXDOT 1993 STANDARD SPECIFICATIONS ITEM 260. 6. 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. 7. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." 8. SIGN LOCATIONS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION. 9. SEE IRRIGATION PLAN AND M.E.P. PLANS FOR LOCATION OF PROPOSED SLEEVING AND CONDUITS. 10. 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. 11. CONTRACTOR TO SUBMIT A JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO THE BEGINNING OF ANY PAVING WORK. 12. ALL EXISTING PAVING SHOWN TO BE REMOVED SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR OFF SITE. (IF ANY) 13. 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. 14. ALL CURBS SHALL BE FLUSHED AT HANDICAP RAMP LOCATIONS PER THESE PLANS AND PER LANDSCAPE ARCHITECT PLANS (BY OTHERS) GENERAL SPECIAL PROVISIONS (UTILITY PERMIT): 1. A TRAFFIC CONTROL PLAN IS REQUIRED PER TMUTCD PRIOR TO START OF CONSTRUCTION WORK IN FM 2154 RIGHT-OF-WAY. CONTRACTOR SHALL FURNISH A TRAFFIC CONTROL PLAN PRIOR TO CONSTRUCTION COMMENCEMENT. 2. AREAS WITHIN R.O.W. DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO EQUAL OR BETTER CONDITIONS THAN EXISTING PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WITHIN THE RIGHT-OF-WAY CONSTRUCTION SITE. CONTACTS FOR LOCAL U1ILITY COMPANIES AND UTILITY LOCATORS ARE LOCATED ON THE COVER SHEET. 4. WATER MAIN BORING SHALL BE AS PER TxDOT STANDARD SPECIFICATION ITEM 476. 5. BACKFILL SHALL BE PLACED IN 12" LIFTS AND COMPACTION DENSITY SHALL BE EQUAL TO SURROUNDING AREA. 6. CONTRACTOR SHALL VERIFY VERTICAL LOCATION OF PROPOSED STEEL CASING USING TxDOT PROJECT BENCH MARKS. NOTIFY MR. DARREL WELCH (778-9791), TxDOT, PRIOR TO BORING STEEL CASING IN THE FM 2154 RIGHT-OF-WAY. WATER AND SANITARY SEWER NOTES: 1. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING U11LI11ES WHERE PROPOSED UTILITIES ARE BEING CONNECTED, PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 2. 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. 3. 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. 4. ALL WATER AND SANITARY SEWER LINES SHALL MAINTAIN A MINIMUM COVER PER CITY OF COLLEGE STATION SPECIFICATIONS. 5. ALL SANITARY SEWER LINES SHALL BE PVC PIPE. ALL WATER LINES 12" AND SMALLER SHALL BE PVC C900 OR DR-14 CLASS 200 ONLY. 6. ALL PROPOSED WIRING AND CABLING SHALL BE INSTALLED BELOW GROUND. 7. CONTRACTOR TO SEQUENCE CONSTRUCTION AS TO AVOID INTERRUPTION OF WATER AND SANITARY SEWER SERVICE TO SURROUNDING AREAS. 8. CONTRACTOR TO REPLACE GRASS AND RESTORE PROPERTY TO ORIGINAL COND111ON IN ALL DISTURBED AREAS. 9. 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. 10. EXISTING MANHOLE TOPS, VALVE BOXES, ETC. ARE TO BE ADJUSTED AS REQUIRED TO MATCH PROPOSED GRADES. 11. CONTRACTOR SHALL CONTACT NECESSARY FRANCHISE UTILITY COMPANIES PRIOR TO CONSTRUCTION, IN ORDER TO LOCATE AND/OR DISCONNECT SERVICES. 12. 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 13. ALL WATER SERVICE CONNECTIONS SHALL COMPLY WITH CITY OF COLLEGE STATION TYPICAL WATER SERVICE DETAIL. 14. 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. 15. 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. 16. 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. 17. CONTRACTOR SHALL MAINTAIN 10 FOOT HORIZONTAL CLEARANCE AND 18" VERTICAL CLEARANCE MINIMUMS BETWEEN WATER AND SANITARY SEWER MAINS/SERVICES. 18. THE CITY OF COLLEGE STATION WILL REQUIRE TESTING COMPACTION OF ALL BACKFILL IN TRENCHES FOR WATER, SEWER AND DRAINAGE LINES TO ASSURE CONFORMITY WITH THE CONSTRUCTION SPECIFICA11ONS 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. 19. 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. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINES IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 21. CONTRACTOR SHALL MARK EACH SERVICE END WITH A METAL T-POST PAINTED BLUE. 22. MATERIALS USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 23. ALL CONNECTIONS TO BE COMPRESSION TYPE. 24. ALL SERVICE WYES AND EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. GRADING NOTES: 1. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR S ALL REPLACE THEM AT HIS OWN EXPENSE. 2. ALL SPOT ELEVATIONS ARE PROPOSED PAVEMENT, OR TOP OF GRADE ELEVA110 IS UNLESS OTHERWISE NOTED. 3. CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS ND NO PONDING IN PAVED AREAS, AND NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND PRIOR TO INSTALLA11ON OF ANY PAVING. 4. THE CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAU LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES WHIC TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. 5. 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. 6. ALL CLEARING, GRADING, COMPACTION AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO THE CITY OF COLLEGE STATION STANDARDS. 7. GRADING CONTRACTOR TO COORDINATE WITH THE FRANCHISE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. 8. THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES AND USE TO DETERMINE HIS BID ACCORDINGLY. ANY DEVIATION FROM A BALANCED CUT AND FILL SHALL BE NOTED AND ANY VARIANCE QUANTIFIED ON THE BID. 9. 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. ri a ■ 10uj ca tc"' rl- -V z z c (b Oct 0 0 -- tc c0 a c\i o a O U) Z 0 ro � Q CD m U Y Q: C O 0 rl U a) C n _0 .N U ; bi v rn co N p1 3 U N cE U U 0 L_ 0 t U U 0 L y V r a SHEET 3 C 3 mm E� 5_1N X CJ O m I. TEMPORARY ACCESS. f ,,-"AREA.O� 7- 'A STOCK PILE' 'A EAS TO BE _.. ._ ._ _... _ _ �. - - _ __ ___ _ _ _. �. O - �-< ` �f��`` LOCATED AT UPHILL X_ _x x x 7- LOCATION AND AWAY FROM AREAS OF CONCENTRATED [_ ( (F FLOWS. IP v� REFER TO EROSION U D I I I n CONTROL DETAIL SHEET FO INSTALL LOOSE GRAVEL 0", FF�289.50 0 I I F1 I I FF=289.001 SEDIMENT BASIN DETAILS. 6-INCH MAX. ROCK SIZE. FF FF .1 T.11T7 'FF=287.00 IP SEE BASIN CALCULATIONS REFER TO DIMENSION L4 F THIS SHEET (%nMTPnl PLAN FOR CURB \s� Mill 7-- OPENING DETAILS 2,91--_ . 1� LLD I -TO __27" FF-291.00 =;=J- L j up I EP 1P TI I TNI I IF-188.00 7 IP IPFF-291.00 _j FF=29LOO FF-291.00 <1DIME Ft=265.50 3]Sly. r IP FB FF-292.50 FF=291.00 F _FL _FLU,, � -FL- o GRAPHIC SCALE _FL% so 0 40 80 160 F-1 FL- F-1 F I r_T I _j -9 FFI-292.00 FF1=2910. F771 1117771 FF-294.50 IN FEET B T_ 8F 1 inch 80 ft. E LU I.J. I I &EL • Z°p " I ' < _Ij I -M FIL F INSTALL LOOSE GRAVEL F_ /6-INCH MAX. ROCK SIZE. FF=294.50 FF=290.50, REFER TO DIMENSION _j \CONTROL PLAN FOR CURB' IP " Z�b OPENING DETAILS r, P E0 \ / 1/ Tm T1 r WI I I I I II FTFL 00 F gti " pg A C)c FF-293.50 L v F_ . ......... LL_ eg5K FF=292.00 PL 'I-&2gs REFER TO EROSION \ I�CCONITROL DETAIL SHEET FO 286 SEDIMENT BASIN DETAILS. -Ff- . SEE BASIN CALCULATIONS < ,Z FF-290.00 'THIS SHEET. ,7 �,-...T.-•.. O _.. ' f 288 r 1✓ f FF-292.00 9 287 80*x45' i / ! .. '' 0 FF3,629 SF MINIMUM-_.,'',, SURFACE AREA J FF-2.91.00 FF=291.00 S I M L IPFF-293.00 rrrrn aMM ffln OP FF-290.50 N _7 FF-290 5: ITS 283--- (FB FF-63.50 , NOTE: 1) CONTRACTOR TO CONSTRUCT 6- DEEP ROCK ENTRANCE, EXTENDING 50' INTO CONSTRUCTION SITE BY 30' WIDE. ULTIMATE LOCATION OF ENTRANCE TO BE DETERMINED BY THE CONTRACTOR 2) REFER TO SHEET C-5 FOR DETAILS ;A FF-292,00 � 0 / ' ' .r , ` l } `\ ! FB otl; 00, It z, IN ORDER TO COMPLY WITH THE UNITED STATES Z11 FF-293.00 Z ENVIRONMENTAL PROTECTION AGENCY AND ALL OTHER AGENCIES HAVING JURISDICTION. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL EROSION OR POLLUTION SEDIMENT BASIN CALCULATIONS DEVICES, AS REQUIRED, DURING CONSTRUCTION. %J. 287 IP r FF-290.00 7 77 LOOSE GRAVEL 7" 1111 H17Z LH i ; 7-, "'T; '6-INCH MAX. ROCK SIZE. If - - REFER TO DIMENSION BASIN ID Area (acre) 110 (In/hr) C Q10 (cfs) Storage (cubic ft.) Storage Surface Area (sq.ft.) Outlet Pipe Size (inches) Spillway Width (feet) A 10.74 6.9 0.65 48.17 38,664 7,733 8 16 B 5.04 6.9 0.65 22.60 18,144 3.629 6 7 C_ 12.74 6,9_] 0.65 57.14 45,864 9,173 8 19 FILING OF N.O.I. (PER EPA REQUIREMENTS) SHALL BE RESPONSIBILITY OF THE CONTRACTOR AND THE OWNER. CONTROL PLAN FOR CURB ENING DETAIL AFTER TEMPORARY BASIN HAS SERVED ITS INTENDED PURPOSE AND SITE HAS BEEN STABILIZED, THE t t YQTI j i EMBANKMENT AND THE RESULTING SILT DEPOSITS ARE TO BE LEVELED IN ACCORDANCE WITH THE 290.70 N� APPROVED GRADING PLANS V EROSION CONTROL NOTES ALL AREAS THAT ARE GRADED AND STRIPED OF NATURAL COVER SHALL RECEIVE AT LEAST A 6' FINISH LAYER OF TOPSOIL AND RESEEDED. REFER TO LANDSCAPE PLANS BY OTHERS FOR SEEDING DETAILS REFER TO EROSION I CONTROL DETAIL SHEET FOR SEDIMENT BASIN DETAILS. INSTALL LOOSE GRAVEL SEE BASIN CALCULATI NS 1 6-INCH MAX. ROCK SIZE. THIS SHEET. REFER TO DIMENSION 3: 2 87 I _ f I CONTROL PLAN FOR CURB % "OPENING DETAILS 0 1 269 69 L A EROSION CONTROL SCHEDULE AND SEQUENCING B 1`7 A X. 0 Jb" 7� R '6 EROSION CONTROL MEASURES TASK I ROUGH GRADING ALL PERIMETER SILT FENCE, ROCK CHECK DAMS & CONSTRUCTION ENTRANCE EXIT VFB�; R H-C FB SHALL BE INSTALLED PRIOR TO THE INITIATION OF ROUGH GRADING. CHANNELS' SHALL BE HYDROMULCHED UPON COMPLETION OF ROUGH GRADING. IA� /41 J N 2. UTILITY & STORM INTERIOR SILT FENCE SHALL BE INSTALLED AS DIRECTED BY THE CITY OF COLLEGE STATION. V, INSTALLATION UPON THE COMPLETION OF STORM SEWER INSTALLATION. INLETS SHALL BE PROTECTED AND FILLED WITH ROCK TO PREVENT SILTATION PER CITY REQUIREMENTS. 288IN LOOSE GRAVEL z��U-INUH MAX. ROCK SIZE... J 3. PAVING INTERIOR SILT FENCE SHALL BE INSTALLED AS DIRECTED BY THE CITY OF COLLEGE STATION. A -��REFER TO DIMENSION ALL PLAN FOR CURB. ALL PRIOR EROSION CONTROL MEASURES INSTALLED ABOVE TO BE MAINTAINED DURING 6 j IN RB -OPENING DETAILS ✓f+xPAVING AND THROUGHOUT THE REMAINDER OF THE PROJECT. INLET FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER PAVEMENT IS COMPLETE. !A 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 M BE REMOVED AT THE CONCLUSION OF THE PROJECT: AS DIRECTED BY THE CITY OF COLLEGE STATION. NOV 2 1 2006 S"`t7T11311_j LEGEND DIRECTION OF FLOW _X OFILTER BARRIER INLET PROTECTION IP CONSTRUCTION ENTRANCE CE 0 SEDIMENTATION BASIN O ROCK RIP -RAP RR (o 0 Z 0 0 C14 0 0 0 _17 (10 ZD (o 0 0-0 cn V) D 4N C 0 L•0 _1< CO 0 0 Q S= 0 L_ (f) 0 0 0 0 IL SHEET C-4 I 50' MIN. G c c F 0 u c PAVED ROADWAY -- . ... � 4 • . 4 L t 'r ' MIN. � Q3 w a FILTER—' CROSS—SECTION 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. CE CONCRETE BI PLACED AF DROP INLET PERII i �'.9 CONCRETE BLOCKS SEEPAGE y.. DROP INLET 1 1/2" FILTER STONE 1 /2" x 1 /2" WIRE SCREEN 1/2" x 1/2" WIRE SCREEN !�STONE T '�a:�i��L.-FLOW ROCK BARRIER CAN BE USED ON PAVEMENT OR BARE GROUND SECTION A —A GRATE INLET PROTECTION D ETAI L N.T.S. IP PORTION OF STORM SEWER PIPE SUGGESTED LOCATION FOR TO BE CONSTRUCTED AFTER SITE TEMPORARY SEDIMENT BASIN. IS STABILIZED. DE -SILT POND SEE EROSION CONTROL PLAN AREA COMPLETELY BEFORE FOR SIZE REQUIREMENTS AND INSTALLING PIPE AND PLACING FILL CONSTRUCTION DETAILS. /TEMPORARY PIPE EXTENSIONS X E3 INLET TO DIVERT STORM FLOW TO3 j—j SEDIMENT BASIN m I ', ---- -------- TO ON -SITE — — PROPOSED STORM SEWER PIPE --------- — _ FL STORM SEWER SYSTEM DE -SILT POND WHEN PROPOSED OUTFALL 1/3 TO 1/2 OF CAPACITY STRUCTURE (SEE DETAIL) IS LOST TO SILTATION. PLUG PIPES/REMOVE ENERGY DISSIPATING TEMP. PIPES/OUTLET CONTROL/COMPLETE PLAN VIEW RIP RAP (SEE DETAIL) REFER STORM SYSTEM, AS TO STORM PROFILES APPLICABLE. FUTURE GRADE -FILL POND AFTER PIPE INSTALLED AND SILT REMOVED. FILL WITH SUITABLE MATERIAL COMPACTED TO 95X STD. PROCTOR IN 8" LIFTS, OR AS REQUIRED FOR LOT GRADING, OUTLET, ETC. SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS. MAXIMUM WO SURFACE AREA TO ON -SITE = 3600 SF/AC STORM R OUTLET CONTROL �' SEE DETAIL THIS SHEET p ROPOSfD �- OUTLET WORKS PROPOSED OUTFALL STORM STRUCTURE (SEE DETAIL) SE plpE z p POND BOTTOM SEO STORM �I NOTE: CONTRACTOR IS EXPECTED GRADED AT 1% _ p/pE a TO LOCATE AND CONSTRUCT MINIMUM THE TEMPORARY POND TO FUTURE PIPE CROWN SEQUENCE WITH OTHER CONSTRUCTION ACTIVITIES. SECTION VIEW i GRADE TO DRAIN. INSTALL TEMPORARY SEDIMENT BASIN ENERGYAP.DISSIPATING (SEE DETAIL) N.T.S. WIRE MESH 6" x 6" OPENING (MAX.) 12" MIN. OVERLAP 1 /2" x 1 /2" HARDWARE FABRIC 2" GAP BETWEEN TOP 2" FILTER STONE OF STONE AND 1-1 / TOP OF OPENING r 0-0-0-0— — — �r CURB INLET STRUCTURE CURB INLET PROTECTION NOTES: 1. WITHIN FORTY-EIGHT (48) HOURS OF POURING THE BLOCKOUT AND TOP, PLACE WIRE MESH WITH 12" OPENINGS OVER ALL CURB AND GRATE INLET OPENINGS SO THAT AT LEAST 12" OF WIRE EXTENDS ACROSS THE INLET COVER -GUTTER AND AROUND ALL GRATES AS ILLUSTRATED. 2. PLACE SMALL SAND BAGS AGAINST THE WIRE SO AS TO ANCHOR SAME AGAINST THE GUTTER, GRATE AND INLET COVER. 3. IF THE SEDIMENT FILTER BECOMES CLOGGED WITH DEBRIS SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, REMOVE THE SAND BAGS, CLEAN IT AND REPLACE THE SAND BAGS. 4. MAKE WEEKLY INSPECTIONS OF THESE SEDIMENT FILTERS FOR CONFORMANCE TO THESE CONDITIONS. PARTICULARLY INSPECT ALL INLETS AFTER EACH RAIN. COMPLETELY REMOVE ALL SEDIMENT FILTERS UPON ESTABLISHMENT OF GRASS, FINAL STABILIZATION OF CONSTRUCTION SITE. 5. DO NOT USE A SEDIMENT FILTER TO CONTROL EROSION AROUND GRATE INLETS. SEE DROP INLET PROTECTION DETAIL THIS SHEET. 6. INLET PROTECTION TO BE USED ON CURB OPENING AREAS AS WELL TYPE "A" CURB INLET PROTECTION, N.T.S. a THREADED CAP 0 0 0 0 D Z0 �I 0 I CVk4 /GRAVEL l0 —0 00ED 0 0 FILTER FABRIC SILT FENCE —� (MIN. HEIGHT 24" ABOVE EXIST. GROUND) COMPACTED EARTH OR ROCK BACKFILL REMOVABLE AND LOCKABLE CAST-IRON GRATE MIN. THICKNESS _ 2" MIN. OPEN AREA = 1.5x AREA OF OUTLET PIPE WATER QUALITY RISER PIPE MNS 6" DIA. DUCTILE IRON, STEEL PIPE OR SECURED TO BOTTOM 12 COLUMNS AT 4" ROWS - 1 /4" DIA. HOLES CONCRETE ACCESS PIT (MIN. D+1 FT) OUTLET WORKS TRENCH N.T.S. 6" OUTLET PIPE — STEEL FENCE POST MAX. 6' SPACING, MIN. EMBEDMENT = 1' WIRE MESH BACKING SUPPORT 4x4-W1.4xW1.4 MINIMUM ALLOWABLE, TYP. CHAIN LINK FENCE FABRIC IS ACCEPTABLE '*— FABRIC TOE -IN 6" MIN. 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. 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL. 4. 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 OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. 5. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH 1/2" RAINFALL REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 7. 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 AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. CONSTRUCTION OF A FILTER BARRIER N.T.S. FB NOV 21 ZOOS tvq� N ._ �axN T°`4 fly yx j�S c 0 T a� a� v 0 I oi J 0 H Z (� 0 J U Q Z ~ OO p O w 0 o o 0 I- U) D Y Y '0 0 tb oO Q m m Y Q 1] 0 W }� (D U o 'V o J v�o 0 0 0 0 0 a. SHEET C-5 Ix t s i s GRAPHIC SCALE �s 100 0 50 100 200 1 7 ( IN FEET) 1 inch = 100 ft. I N �M GRASS CRETE SHAL -THE CONTINUOUSLY REINFORCED I WITH 6"x6"-6 ga. x 6ga. (6x6-w2.9 xw2.9) WELDED :` r WIRE FABRIC CHAIRED BETWEEN 2-3" ABOVE SUBGRADE. } •--GRASSCRETE FlRELANE---w.- HOLES ARE TO BE FILLED AND 1 -1 OF TOPSOIL IS TO COVER THE i # THE CONCRETE SHALL GRASSCRETE SURFACE FOR HAVE A MIN19WSEEDING OR SOD SUITABLE COMPRESSIVE STRENGTH FOR LOCAL CONDITIONS OF 3,000 PSI IN 28 DAYS. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150, I{ y • •.. , .1. — , v_ �.+vv�—v.,�a - \JJ.7f V/J-4-t11 rUA: kuuvf 010-0C4O Website: www.bomanite.com * E-mail: info®bomanite.com * July 2005 N.T.S �Il 1f � dj It. Cj !f 1 ( r 11 SEE SHEET C-10 FOR TRAFFIC CONTROL DETAIL n r.� ' ;: .ice tR �1 h{ Y • o c Rlo ODD �� ��� •� I ■�■■ W6 .■® � � ® flip -F'trl w� jai' 1e•' uss +lvw+ �� sip , alti Ka ... fat. � "- •�Y* � ` y® uaaaxcsn.z � � :��.,� �' l it •• ���,.�:� �•� ��., ��, ��w �,,, ���� I ��m .......PO EL co cc . =ILI L) 3 0 ", '� S 11 OTT R fi S �' ti, 3 �•' 'f p 10 g k r • -r OT t .. 20.E 0 l 8 a 4! •" ' OT m' z v AIM av" l ' 8460 44 t- ` m ri ,s ' � i +8 �Qgp� � �• 7 4k... � � Fy a2.8 S�. 2p0 ■56� �y WTTs B 297 20 ti 5p 94YP Epp NXsca. .�..1, i ,28 ` 2pg �p IIA ..ff SHADED AREA DENOTES PROPOSED FIRE LANE (TYP.) 1,61 N i 12" �xs 2" B SERIES 1 1/8 j 5.z �# ` `� DESIGNATED 2" STRIPE PAINTED ON aPJvE SURFACE WITH 4' WHITE LETTERS 2" C SERIES STATING "NO PARKING FIRE LANE TOW -AWAY -ZONE' ` 1 1/2" - PARKING 2" c SERIES �� s 1 1 /2" ONLY 2" C SERIES FIRE LANE MARKING .; SIGN A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE i SIGN & MARKING IN.T.S. .0, doop .0. wol woo SHADED AREA DENOTES a M o M PROPOSED FIRE LANE TYP. _ M M _ _ ..,� �.. � �....•.�...�� .� � to to FIRE LANE M � 7 IIA / o r� Q s a; t z, a N M I f { ' o m� j v x o v, r a � ~ �� r•KE'JIN SCOTT GASKEY � ............. 691650 REINFORCED CONCRETE REINFORCE WITH #3 BARS .4 yam« WITH A MIN. COMPRESSIVE. 012 O.C.E.W. WITH p O STRENGTH OF 4.000 PSI SAWED DUMMY JOINTS NOT E x..� AT 28 DAYS. TO EXCEED 15 FEET IN I r 1 n O ANY DIRECTION. .• �, ♦ . _ L: ' S" REINFORCED CONCRETEY 6" LIME TREATED SUBGRADE (5% LIME BY WEIGHT) EXTENDING 12" BEYOND BACK 1 w= .-1 _1 1 1=1 I =1 OF CURB. COMPACT TO 95% STANDARD PROCTOR DENSITY (ASTM D-698) MEETING REQUIREMENTS OF TXDOT 19931 a STANDARD SPECIFICATIONS ITEM 260 v�,� ,a= . 2006 TYPICAL CONCRETE PAVEMENT SECTION SCALE: NONE 3 r Tpp g6i REINFORCED CONCRETE REINFORCE WITH #3 BARS / WITH A MIN. COMPRESSIVE ® 12" O.C.E.W. WITH STRENGTH OF 4,000 PSI SAWED DUMMY JOINTS NOT AT 28 DAYS. TO EXCEED 15 FEET IN ANY DIRECTION. SEE LANDSCAPE PLANS FOR SPECIFIC FIRE LANE PAVER MATERIALS AND SPECIFICATIONS. REFER TO GEOTECHNICAL ENGINEERING STUDY PREPARED BY GESSNER ENGINEERING, DATED ' i MAY 9, 2006, FOR PAVEMENT SECTION ' DETAILS LEGEND TYPICAL CONC. PAVING ,,, ' �';• HEAVY DUTY PAVING CONCRETE PAD PAVING G � FIRE LANE (TYPICAL CONC. SECTION) ��s� �x■r. GRASS CRETE FIRE LANE • ~ � . , � ♦: � , , . _ � •.. 6" REINFORCED CONCRETE .mot i. a:: -A. 6" LIME TREATED SUBGRADE (5% LIME BY WEIGHT) EXTENDING 12" BEYOND BACK OF CURB. COMPACT TO 95% STANDARD PROCTOR DENSITY (( (ASTM D-698) MEETING REQUIREMENTS OF TXDOT 1993 STANDARD SPECIFICATIONS ITEM 260 . HEAVY DUTY CONCRETE PAVEMENT SECTION SCALE: NONE REINFORCED CONCRETE REINFORCE WITH #3 BARS WITH A MIN. COMPRESSIVE ®12" O.C.E.W. WITH STRENGTH OF 4,000 PSI SAWED DUMMY JOINTS NOT AT 28 DAYS. TO EXCEED 15 FEET IN ANY DIRECTION. r ' . , � ♦: , , , . , _ 8" REINFORCED CONCRETE 6" LIME TREATED SUBGRADE (5% LIME BY WEIGHT) EXTENDING 12" BEYOND BACK OF CURB. COMPACT TO 95% STANDARD PROCTOR DENSITY (ASTM D-698) MEETING REQUIREMENTS OF TXDOT 1993 STANDARD SPECIFICATIONS ITEM 260 CONCRETE PAD PAVEMENT SECTION SCALE: NONE �1 ,. _�� E a o� � 04 o v Q m m Q p 0 N � � Z 4., a o x o'x yX to 0 0 C:) 0 a43 - U p .., X O� 3X 'O SHEET C-6 ga a oX n m� ro� jN X 00 x` t� 1 10 0 00 6 '� 2 , ,� o. 19 LIU 6 4 o .� 1- III ,, w r N 18.00' 3 `rO. r ,� '�'s S• ) ,= 1 0 Q o SEE SHEET B 7 I o-------'� ` o o T B `� W Q SEE SHEE - ri 3 1 sv.. „ s..0 �.., i,..� $i3 bra e.,.a d g ✓ � r.. is" .... .. .; u - ; ..... . _.,/ e .. ... .<a w n � 3 a_. w.t 3.i.. �6i_..d ufi:ms .,-,. _. ..;, .., ... >_.i :.. ....... .... , :.. ... .. ,, ., .. .. ,: ::•': .. ::� ;.1 :r`y, ` In ✓� � _s .... ... ,.. c_a w : `aa iem • � _.... -" _ aa. x, 7 fy a t ..... : k..- .,er.6.aa ..,w ,f..,r 4... :;a s,, �m� w.,.1 -ks.,3.1 rwi, _• Ly,,, 4wa�d FrH ., st. { � --_ ....+.•...,..,r.:rer. �- / ��- -= "-MCA \\ --'" Q>,OQ o o 2� 'PLO 3 N N N 16 rrrrn -1 14 7 III 1 vi 23 12 �S'�'o•' ,- f7 1113 3 s O 22.00' o o, 3 1 R 59.00 4.13 mood 26.00 (6 18.00' N t � rra 22 -- - �- 13 11 .uy 14 III s 10 - o 0 22 1 -rf 4 11 2 _ UN f L6 co rl 9 3 ,p 9.00� 2; 6 K) 5�O TYP. O �, OTT 26.00• Pw 5 �Q 9 O Q " O - 9 9 gP hG c,GP / 9 `ao ; I" 16 8 1113 59.00' ! 18.00' 2�6 00_'' .18.00' 18.00'i 23.00' 1 1� 8.00' 1 1 4�� / o ' 3 — 18•00, 2—�- 18.00, OTT -----� Lo 10 I 1 I to I-- - Ki0 N N f` I ' o 07 O OTT W I_. I i 11 10 8 6 0;; I �, / ^� o n 2n � _� � 3 9 ., o III 1 U ' 2' CURB CUT FLUME. ! 3 pp \ ` "- - - --� "� - I o SEE PAVING AND STRIPING e• Z Floo-Lo DETAILS9 10 - "', I z K8 8 3Y o 18.00' 3 O• 1 % R20.0' , , 8 .< 18.00t 23.00' . :d:,� -> 1 N 9.00` goo' 1 OTT R30.0 3 (`fP TYP oa QQ 3 015 ' 850 SF 04 MAINT. N - BLGD >OO• �1 3 00 1 ` ' 9 13 R150.0 f .—^jam t„ ,. Y, ..'_ .� 3 �N 16 11` ' R20,0 14 ;`` 11 2 o III 8� 6 N 8 ` ny QO. 5,,,► Op 6 10 ofl, ®', . • III 11 ,,. t 4 10 , 8 j 3 5P26 p0 ® o' ' 18 3 5 q, OTT I N 4' CURB CUT FLUME. 1 'P�,O 1 ( E;1 SEE PAVING AND STRIPING -t1 04 8 , o 'p® L.3 3 0\0 s3 OTT 1OOp ��6 �`NG p,R I 5 F3 P's g4 p�' vEMEN1 g 01 2 OTT 56� 1 4' CURB CUT FLUME. sot N OTES 1. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. SEE LANDSCAPE ARCHITECTURAL PLANS FOR'SIDEWALK AND FLAT WORK ADJACENT TO BUILDING. LEGEND U1 6" CURB AND GUTTER SEE PAVING DETAILS SHEET (TYP.) 2Q INSTALL HC SIGNS SEE PAVING DETAILS SHEET Q PROPOSED 4" WHITE PAINTED PARKING STALL STRIPING V PROPOSED ACCESSIBLE RAMP ACCESSIBLE HC PARKING STALLS (TYP.) SEE PAVING DETAILS SHEET 0 4" WHITE PAINTED TRAFFIC STRIPES 45 _SPACED AT 2.0' O.C. (TYP.) Q7 PROPOSED 3.0' CURB CUT. SEE PAVING AND STRIPING DETAILS SHEET. ® PROPOSED STOP SIGN AND STOP BAR. SEE PAVING AND STRIPING DETAILS SHEET. Qg PROPOSED YIELD SIGN. SEE PAVING AND STRIPING DETAILS SHEET. 10 PROPOSED ONE-WAY SIGN. SEE PAVING AND STRIPING DETAILS SHEET. 11 PROPOSED RETAINING WALL PROPOSED MOUNTABLE CURB PROPOSED CONCRETE SIDEWALK. SEE LANDSCAPE ARCHITECT PLANS FOR DETAILS. SEE PAVING AND STRIPING TAILS ' > • 11A \ H.0 S.0. 11 / 0 I ROUNDABOUT DESIGN &DETAILS TO BE I PROVIDED BY URG DURING COMMERCIAL SITE PHASE. I i # REFER TO SHEET C-10 FOR ACCESS REOAD GRADING AND DIMENSION CONTROL DETAILS? i kiS,,t Iti i ..f rd -:. ...i r•. . 63,E e ,..an.4.. u,,..a v...w fx.,x .� ! .... m .. a .a. I ....... ..tU :x a ,. , .u3>z& .?u iG5s4 01 MM Ap N Z Z x i �a co CD -E co 0 N M fn M O 'Lo ry> n W (n q X 3~ 0 o� M ......................:�: P� KEVIN SCOTT GAS ,..Y... .,A :..,..69165 •��� rj�jjaO�Fss/�E NS �O .•�c�` �,�. O � N O O O n to V) V) V) � D � Q m m �'C_ Q O z c U •� U •O O p SHEET C-7 N OTES t. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING . DIMENSIONS. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3.SEE LANDSCAPE ARCHITECTURAL PLANS FOR SIDEWALK AND FLAT WORK ADJACENT TO BUILDING. 11 LEGEND 10 6" CURB AND GUTTER SEE PAVING DETAILS SHEET (TYP.) 1 INSTALL HC SIGNS SEE PAVING DETAILS SHEET 0 PROPOSED 4" WHITE PAINTED PARKING STALL STRIPING ® PROPOSED ACCESSIBLE RAMP QACCESSIBLE HC PARKING STALLS (TYP.) SEE PAVING DETAILS SHEET © 4" WHITE PAINTED TRAFFIC STRIPES 45'-SPACED AT 2.0' O.C. (TYP.) Q7 PROPOSED 3.0' CURB CUT. SEE PAVING AND STRIPING DETAILS SHEET. ®PROPOSED STOP SIGN AND STOP BAR. SEE PAVING AND STRIPING DETAILS SHEET. g0 PROPOSED YIELD SIGN. SEE PAVING AND STRIPING DETAILS SHEET. 10 PROPOSED ONE-WAY SIGN. SEE PAVING AND STRIPING DETAILS SHEET. PROPOSED RETAINING WALL Q PROPOSED MOUNTABLE CURB PROPOSED CONCRETE SIDEWALK. SEE LANDSCAPE ARCHITECT PLANS FOR DETAILS. I SEE SHEET A I i KEVIN SCOTT GASKEY -o� 69165o Q �1? �oit4;S'�NNA1. ro td i �o rn .o� 0 i Z 0o � O NO O o E; na of V Q Y m `1 m 0 Y F- O Q 00 O M C 5, C -0 O Z U s > E E'2 C) U • in N L 4-1 D O L rn /� U >. �X�x o� 3 X do SHEET C-8 g �zn m N W N 0 .u✓ S 45.01'39" E — — 561.88' o s 0 9.00, i 9.00' 1 er( ' N 3 9.00' TYP. 11 a • t : "t .Y `. 4 37 38 20.00' w III � III 8 fro Iw:� I 0 0 � 8 N 3 9.00' 1 �.b,�0• 8 9.00' Op 1 -, 71 14 a. TYP. 3 ® :.0 Y ® . ;.y s 4 S 47.16' 57"E 574.85' ' - _ - - - - - u 8 13 ood 9 213.63' 38.5 •.ram _ ...-- ._.._ N 3 1 __ 0 9.00' co_ 3 -7 Q- 13 90 1 0 00 0 N 10• 3 �o0 6 4 rn fi 11 r 26.00' � ... On. 3 2 p0, 2 i ;tr5 0 o ;t IIB 0) r 17 r ; 9 3 7 1 0 4- 6 %•o o' N �^ 11 d 6 k - .:, : 2 0 8.00 1 Q ® , : 3 co 18.00, 23.00.18.00' 3Q 14 12 'Qv s6, 0 ,3 20 • \'E 13 12 3 K; 13 12 8.00' r 7.00' +• ; 18.00 , 23.00' 59.00' 23.00' 17.00' 59.00' DSO• • 15 K ,3 3 r4O� p �OT 41 48 3 oo• 14 a OTT 3 42 . v , ' �= ��0 9 •°�' _,__ _ • - • yf �r+ OTT ,•- ,;. tx i 1 43 \ 44 10 , i• ° �* .y..,•r^`.,' .. -•" f , _."+'>'� •OOP f � • \ P ` / � y - 45 OTT - >, 46 r47 OTT �\ 3 �, .':• OTT '" .� _ 0 / 3 8O%E5 0. MA1� 0 xz • � YK�7 ~� �9 W ¢ 6 5 2 0� In 20 In SEE SHEET A 0 G� t: ;a1 j•' j W�•4. !h• c' \- j 39 III J � C4 „ a IIA O ,r 52 , 8 4' CURB CUT FLUME. SEE PAVING AND STRIPING O0, DETAILS 00. - V %W WWI 1 VVmL. SEE PAVING AND STRIPING DETAILS � k a 4 / o�ry / 3 1 f (O r ' 5 38 p0, 0 INSTALL TXDOT TYPE III BARRICADE co REFER TO SHEET C-10 FOR ACCESS / REOAD GRADING AND DIMENSION CONTROL DETAILS / ROUNDABOUT DESIGN & DETAILS TO BE PROVIDED BY URG DURING COMMERCIAL SITE PHASE. / SEE LANDSCAPE PLANS FOR PAVER DETAILS / / 5 0 / M 3 1 V / 3 N GRAPHIC SCALE 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. NOTES 1. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWSE NOTED. 3. SEE LANDSCAPE ARCHITECTURAL PLANS FOR SIDEWALK AND FLAT WORK ADJACENT TO BUILDING. ; LEGEND Q1 6" CURB AND GUTTER SEE PAVING DETAILS SHEET (TYP.) 12 INSTALL HC SIGNS SEE PAVING DETAILS SHEET QPROPOSED 4" WHITE PAINTED PARKING STALL STRIPING ® PROPOSED ACCESSIBLE RAMP Q ACCESSIBLE HC PARKING STALLS (TYP.) SEE PAVING DETAILS SHEET © 4" WHITE PAINTED TRAFFIC STRIPES 45'-SPACED AT 2.0' O.C. (TYP.) Q7 PROPOSED 3.0' CURB CUT. SEE PAVING AND STRIPING DETAILS SHEET. ® PROPOSED STOP SIGN AND STOP BAR. SEE PAVING AND STRIPING DETAILS SHEET. Qg PROPOSED YIELD SIGN. SEE PAVING AND STRIPING DETAILS SHEET. 10 PROPOSED ONE—WAY SIGN. SEE PAVING AND STRIPING DETAILS SHEET. 11 PROPOSED RETAINING WALL Q PROPOSED MOUNTABLE CURB PROPOSED CONCRETE SIDEWALK. SEE LANDSCAPE ARCHITECT PLANS FOR DETAILS. a- a '^ tM M .#.tea 0)0) L - Z Z oX go LL. c o_ w ■U cc 0 v 0 O N Z M (n M 0 m rn � X 0 O N KEVIN,SC01 T.��AS Y. f r...% 69165�.... r ljj?r oFF SIC E itaatt� I U Rt cn O Z?i O 00 O I— 0 W ^ ' V ! 7 7 Q m m `1. Q 0 o Z 'V a o o o co 0 D 0 0 LL SHEET C-9 Cao Z.) Q N 2 , 0 RIF Ll iz kw w,.. .,...:. p� H % ( N v 268.O'R \ 3 ( 11 \ ( _ BOUNDARY LINE TO BE MODIFIED BY 11 aR ^. SECTION A A h PLAT (BY OTHERS) TO REFLECT a ' SEE DETAIL ( ACCESS DRIVE THIS SHEET PROPOSED 3 J o a ( 9RNs/�04, a _ R10.001 , 1 i ( ( Z I£ o o ( 0 � J ( f r if C:) / o 000 / / �S ( { 10' EXIST. GROUND REMOVECr m 6" EXIST. CURB U 1 /4" / FT. VARIES r j W MATCH ( ( ui Q EXIST. GROUND SLOPE 1/4' PER FT. TO R.O.W. LINE EXIST. ASPHALT CONC. PVM'T. SCARIFY 6" AND 80U7mK i l !! , 156t'AY RECOMPACT TO 95% REFER TO GEOTECHNICAL CONSTRUCT LONGITUDINAL REPORT FOR PAVEMENT BUTT JOINT SECTION DETAILS SECTION A -A RIGHT TURN LANE TYPICAL SECTION N.T.S. C21IMh N= 1. CONCRETE PAVEMENT TO BE 10" THICK MIN. 5000 PSI. 2. SUBGRADE COMPACTION TO BE MIN. 95X STANDARD PROCTOR DENSITY AT OR ABOVE OPTIMUM MOISTURE (0% TO 22). 3. ALL DISTURBED MEDIAN AREA TO BE SEEDED AND MULCHED PER CITY OF COLLEGE STATION STANDARDS. 4. CONTRACTOR TO COMPLY WITH GEOTECHNICAL SPECIFICATIONS FOR REINFORCED CONCRETE OR ASPHALT CONCRETE PAVEMENT SEC71ONS V _l 4 STREET O O BARRICADE O l tea, 4'x4' WYE-INLET INSTALL FLAP VALVE AT STORM OUTLET. REFER TO DETAIL SHEET C-17. REFER TO GRADING PL RETAINIG WALL DIMENSI THIS SHEET REF-Ef� TO ON -SITE / WAVING AND DIMENSION CONTROL PLANS FOR CONST. 4.0' SIDEWALK CONTINUATION AND HANDRAIL. SEE © - DETAIL THIS SHEET j 26.' ( TEMPORARY LIMIT OF CONSTRUCTION CONST. TRAFFIC Q I GUARD RAIL. SEE K., TAIL D E THIS SHEET. EET. �r 7-7'X4' CULVERTS t�2 CONST. TXDOT "TYPE B" HEADWALL. 6. SEE GRADING PLAN FOR FL I DETAILS (THIS SHEET) , I ( BOUNDARY LINE TO BE MODIFIED BY I PLAT (BY OTHERS) TO REFLECT iii # 2.01 PROPOSED ACCESS DRIVE 34. 6' ICURB C SEL PAVIN T FLUME I AND STRIPING DE(T'AILS —_ 2'0'R 50.0'R \ ` I CONST. TRAFFIC _ _ — - — - .00 I 50.00' 1 GUARD RAIL. SEE — _ — — V -CUF'B CUT FLUME 2 f 25.00' _ DETAIL THIS SHEET. — - — — — — SEE PAVING AND STRIPING I I 1 L — — " — CONST. DETAILS A 1 ! 'R 5 © TXDOT "TYPE B" HEADWALL. \ SEE GRADING PLAN FOR FL 57.0'R DETAILS (THIS SHEET) _ _ \ 88 0'R 13.00' 62.0' � I • 'R 2.0I 2 50.0' U co i 50.0 R 2.O' — CONST. TRAFFIC 62.0'R 88 0'R 13.00' �� I GUARD RAIL. SEE CONST. DETAIL THIS SHEET. TXDOT "TYPE B" HEADWALL 20. i y SEE GRADING PLAN FOR FL o DETAILS (THIS SHEET) o / y0� `K REFER TO ROUNDABOUT DESIGN & DETAILS TO BE PROVIDED BY M URG. 4 i i ` STREET ? BARRICADE i PAVING AND DIMENSIONJK(iONTROL t7C) TEMP RARY LIMIT ' 0 CONSTRUCTION REFER TO PLANS BY I OTHERS FOR GATE DETAILS. I I 0 0 0 o ul U0 N ` 50.O'R MOUNTABLE CURB SEE DETAILS ....... ..... r A` 1 1 ,5° sti i ti t \ \ �• ,'1 r r % / ( '`< .� .., 't ,\ �\'". , ,, �,•, � t C? i ti A / i. G� • i A i 1 a 00, V `� ryo� ( / �, , ! �__-.f .� i t i i / , r `a `• � i` F `a _ �� �`. i ! t h , e `t i � j / � 2a ar-,/ ;� V `LD` Za ji it r I .. i\. g ...yi t.. , `: ....; ..,. •.., ,,. ; -,. . ....__ ..,_ ._ -. 1, l ' l f( i I � r J n � . ^��' .. \� j4 �'' ,. i ; 2 i �.«�',�, ti • , 4.. `-. i r"' ,,,,,, \., . ••..`., - ,,i ter' - - '..f ..i � i % �..,_ _._ ".._-., ..-.- ...✓ _f _ . 9 w t . B 287. 00 .r 4\ ,. J293 "_' .` �, • � '' 1 _ ^O t f .J >l Ii+ TW290:00 j ! (� BW 2 ! ` v Fr I � � ... _ _- tr 'fit •fi l r ALL-, FLAP VALVE AT w. _ i f f ! ` ; INSTALL STORM OUTLET. REFER I ( - r a,, ,..... M OU LLi f ( _,.... . - 6 Tw�92t5o. TO DETAIL'$HEET C -..... { " Q / - Nt y \ - e - �y y \, --c. 1' `•,`-,. d 'r' _ --- '_.,.-. 3 `•,,. � SLOPE/WALL rP 1 �` • •..:;-- ____ - , s...w ���*-^.�`, .,. ) . ,,-• --.r - ', SIDE ,� "••. - --ry_. .: `��. ``. ,.. -. , .. F.✓ i ';� PLAN ^ }4 ( r ;. 36 RCP i r a e - 1 Ey + •,. TW 289.00 ,� '� h' `, ,✓ , �� 1 s., F j ; a i _ ii t , s , , 2.912 35 { \ 288.00 ,/ , 2.35 ..;w `w w �lA%t ✓ .?<; ry' I ., (w 29245 0 �r TW 291.00 I �t9 c:i 29ry��" ,tt�, ELEVAIlON �I � 11 • ,k t i ••-.. � .R ay ry - g230 / \` 721-1 4" I ,k �A\ \ 6-t !! ; > ( Clq e PROPOSED METAL HANDRAIL n / eye+i 42' MINIMUM HEIGHT. CHRISTINE LANE 3-3 8' REFER To LANDSCAPE REFER TO PAVEMENT DETAILS — PLANS FOR DETAILS SHEET C-6 FOR CONCRETE % i ' i 1/4" 2" t ( SPECIFICATIONS �/' W- - \ p? / y°° I - }I� i I 2' �All `•r ( ( SLOT 3/4'X 2 //2' ( 4' REINFORCED SIDEWALK CONCRETE " �o \ t , 9 ( SIDEWALK ryp — r — �t�9� I 8_1/8• 29/32X 1-1 SLOTTED HOL LO TXDOT TYPE B : " 4 t 4 ! i 1 j i f \ oii� t I I TERMINAL SECTION RAILSPLICE e t iI I HEADWALL. REFER TO �\\/�\/���\/��/��..\,36' RCP- ,._..._. . W' a o `, -- -- -- ( TXDOT DETAILS SHEET �� / ,�� ' �// PROP. 4 X4 WYE� ( FW-o �\ /` _ FL=287.0 INLET. r r % — 1 r \ TOP=291 - y ? `I — li s/te" r ; vAL SHOULDER �I COMPACTED SOIL REFER FL=287 ''• ' — J t I I • ' I TO GEOTECH REPORT FOR fO L/_ ( \ II (� COMPACTION DETAILS rh , ry' I+• \ �, ,-'ry•.' x.�'yi `' `>-. �-jj ! `L ' .�4° p�`L I j • �,h° f /II op _}>'Ly r ��h (� CREEK - N, _ _ _ _ ryo l ry _ r : I°j I yet\„ ory BUTTON HEAD S/8" DIA 7/8 15/16'DIA.X 1/16" DEEP EK FLOW � " � - y ��" � i� ' T?�---- - PROP. RECESS ONE SIDE cr u' Tx4' SPLICE DOLT MLLI BOX CULVERT NOTE: POST BOLT SAME EXCEPT LENGTH. . 1i -293 11/16X 1" SLOTTED HOLE + t r { 11t ( ( \/\\\\\\ REFER TO -ROUNDABOUT DESIGN L7/8• & ,DETAILS TO `,,BE PROVIDED BY / CHRISTINE LANE SIDWALK AND CROSSING DETAIL \ --'" r I !' 1-3/4-X 3'X 1/8' WASHER CUT STEEL WASHER , / ry r� l ;z ( ( N.T.S , � ";y �;. I I I STEEL �,� WASIgn FOR aosr ear r r ���: ry°y ry ^ Blip,�, -° i O ! rl i �, NOTE: ALL GUARD RAIL ELEMENTS. FA_STFNFRC aun TEaulwl �G TO1-all IINrlA1NID�D7R�A111N/ATG E Fl a a M M to Lo C^ M M C III♦ N o .2 ¢ v O L•� z z N C rn OC c o. L rnv '61 N N 0`O rn 00 M �o m X GRAPHIC SCALE 0 40 0 20 40 80 Ip Vy t rnLL_ Cam m ( IN FEET) 1 inch = 40 LEGEND � �� ��� s� , a : Lo �� t2vi jo�iiJ .0 C, :z: �� C✓ tillt'a'ti�� R1-2 Q YIELD 2 0 H R4-7 h+i _R6_-1R O Wi 6-12 TWF!C OIiE'IIAY r W16-12 T >w o [-� W v r R5-2Y� NO COIWEROAIlamim �� 1RIIfXS Nl.O4ED 1 •o w O 5 WX 2' POST BOLT H STEEL PLACUT STEELwE �' . r AND NUT. » + • �xp 3 i BOLT TO BE ON SIDE AWAY FROM n n e APPROACHING TRAFFIC WHERE FEASIBLE MOUNTING STM POST d L14LE o I' 3-1 4' E O' ^ 1 15/18" *- --12 GAUGE U.S. o STANDARD (STEEL) N O M z O O o N O O r � o 15/18'R Y Y O O 00 D (n V) Z) CD a g• Q M m 1 Q O v i 1-17/3Y a -� 6 o I z w N sT U o, 0 U U D t Q �' CO 0 0 U 0 IZ v' —Ire" SHEET 3: 1 O g n jG i� u li J 10 1 0 O to 0 0 ws NI LEGEND R1-1 R1-2 YIELD max. W16-12 R_6-1 R_ ® ONE WAY 0 TRAM CRttLE' ONE 'MY R4--7 W16-12 © .:: I /�� � \ � 283 50 ✓ / \ \ , � \--- ---- --,-- / \ — ---.------------------ /100 { I � I FUTU BRIDGE I CR SING LOCATION. B DGE DESIGN TO INCLUDED IN A , SEPARATE SUBMITTAL ( ' N 7� 6 J: w o I 3 26 •t � I o oCn Co ;` i I t 11 FEET WIDE DECELARATION M I LANE TO BE CONSTRUCTED IN I ACCORDANCE TO TXDOT I GUIDELINES AS DEPICTED ON REFER TO PLANS BY TXDOT DRIVEWAY PERMIT OTHERS FOR GATE I SUBMITTED TO TXDOT AND THE DETAILS. { CITY OF COLLEGE STATION. o ) I CONSTRUCTION TO BEGIN UPON 1 APPROVAL OF DRIVEWAY PERMIT BY TXDOT. 34.010' 12.0 I s � 4.00' 50.00' � REFER TO ROUNDABOUT DESIGN & 3 DETAILS TO BE PROVIDED BY URG. (-,= 75.0'R I4r SEE LADSCAPE PLANS FOR PAVER DETAILS 10.00 - N, 82.36' .04 0 n 10.00 5.0'R 2.0. o 2.0' M YR CURB TABU _ F sti 000 o Q 32.5'R c,0 \2. Q R OAR ��� 15.00' 04 2.0'R -----INSTALL TXDOT TYPE III BARACADE • 94 I Go 07 N 3 0 N P4 i 00. 174.94' O O 0 v� tV 187.90' 1 �OQO �/ � PAVING AND DIMENSION CONTROL GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. NOTE: REFER TO BEE CREEK TRIBUTARY B CLOMR SUBMITTAL BY KIMLEY-HORN AND ASSOCIATES INC. 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Aso •sat obh � ttiA ti9oo ALL OFF -SITE DRAINAGE NOT TO BE BLOCKED BUT ACCOMODATED. CONTRCTOR _— — — — — — — — — \\ 5 > i ` LJ w cn m r d `•tiy t_.3 ..0� �� FF-291.00 ian;ci 91 LLJ V -Y m E SHEET A / fi` e�` .- F r GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 fL. LEGEND —281 EXISTING CONTOUR —287— PROPOSED CONTOURS f C - - - - HIGH POINT \ < SWALE -- DIRECTION OF FLOW x 286.90 TOP OF PAVEMENT OR PROPOSED GRADE i' TC TOP OF CURB ME MATCH EXISTING DOTES: REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR SIDEWALK, AMENITY AND OPEN AREA GRADING. REFERENCE GEOTECHNICAL REPORT FOR UNDERCUTTING REQUIRED FOR FOUNDATION PREPARATION. SEE SHEET C-33 FOR RETAINING WALL DETAIL EXISTING CONTOURS WERE GENERATED FROM POINT FILES RECEIVED FROM MDG. NO BUILDING FOUNDATIONS CONTAIN STEPS OR SPLITS. r -1- t4ov 2 CITY OF COLLEGE STATION MONUMENT 119 (EAST CORNER OF SITE) CPS ELEVATION: 279.76' SOUTHEAST CORNER OF CONCRETE BOX (WEST CORNER OF SITE) GPS ELEVATION: 297.81' a a CD to Lo Ln ♦W% tpo to f� r f� .� Z Z Q � x T F2 li co O .� T cu _1 .}J v O N z r� :3 Lo to po jLn m y � v x 3~ 0 oco ro imLL. .................. KEVIN SCOTT. 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I Ufa GRATE/AREA INLET CALCULATIONS INLET ID Qt°0 (CFS) GRATE PROVIDED (ftXft) HEAD (ft) GRATE REQUIRED (sq.ft) C-1 6.36 2x2 0.5 1.87 C-2 5.96 2X2 0.5 1.73 C-3 12.59 3X3 1.5 2.13 C-4 4.75 2X2 0.5 1.39 D-1 11.72 3X3 0.5 3.44 D-2 5.29 2X2 0.5 1.55 D-3 9.77 3X3 0.5 2.87 E-2 4.02 2X2 0.5 1.18 E-3 4.08 2X2 0.5 1.20 m INLET ID Q100 (CFS) LENGTH PROVIDED (FT) CURB (FT) LENGTH REQUIRED (FT) NOTES A-1 18.34 20.00 0.5 17.30 LOW POINT A--2 1 3.95 6.00 0.5 3.72 AT GRADE A-3 7.89 6.00 0.5 7.44 LOW POINT7-7-7-771,77 B-1 8.84 10.00 0.5 8.33 LOW POINT D-4 6.96 8.00 0.5 6.56 LOW POINT E-1 12.85 12.00 0.5 12.12 AT GRADE E-4 11.31 10.00 0.5 10.67 LOW POINT E-5 6.96 8.00 0.5 6.56 AT GRADE E-6 9.84 10.00 0.5 9.28 AT GRADE E-7 3.68 6.00 0.5 3.47 LOW POINT F-1 11.72 12.00 0.5 11.05 AT GRADE F-2 4.42 6.00 0.5 4.17 LOW POINT G-1 9.97 10.00 0.5 9.40 LOW POINT G-2 3.71 6.00 0.5 3.50 LOW POINT H-1 10.58 10.00 0.5 9.97 LOW POINT OS-1 2.4$ 4.00 d 0.5 2.34 CURB OPENING OS-2 1.56 3.00 1 0.5 1.47 CURB OPENING OS-3 1.39 4.00 0.5 1.31 CURB OPENING OS-4 7.30 4.00 0.5 6.88 CURB OPENING OS-5 11.61 10.00 0.5 10.95 CURB OPENING OS-6 8.37 8.00 0.5 7.89 CURB OPENING , +_. ., OS-7 1.34 4.00 ar .. w' �3".�;.,. 0.5 .�,,,`s:..ty. ....�, i.�.... 1.26 ;:. .., 7 ta'°"7 .. ..:_ 1 CURB OPENING}- OS-8 6.44 8.00 0.5 6.07 CURB OPENING': 10000010 LEGEND 14 - DRAINAGE AREA NUMBER 11.54 - ACRES .9 - 0100 ■ ®®®■ - DRAINAGE AREA BOUNDARY - STD. CURB INLET - FLOW ARROW E] - CATCH BASIN / DROP INLET NOTES 1. OFF -SITE DRAINAGE FROM NORTH AND NORTHEAST ADJACENT PROPERTIES DOES NOT DRAIN INTO THIS SITE. REFER TO SHEET C-16 FOR OFF -SITE DRAINAGE AREA MAP 2. RUNOFF CALCULATIONS BASED ON MEDIUM DENSITY RUNOFF COEFFICIENT OBTAINED FROM THE CITY OF COLLEGE STATION UNIFIED DRAINAGE DESIGN GUIDELINES. 3. CURB INLET AND GRATE INLET CALCULATIONS BASED ON EQUATIONS OBTAINED FROM THE CITY OF COLLEGE STATION UNIFIED DESIGN GUIDELINES. 4. 10-YR RUNOFF CALCULATIONS OBTAINED FOR CURB AND GUTTER CAPACITY CALCULATIONS. RUNOFF CALCULATIONS Drainage Area No. Area (acre) ho (in/hr) hoo (in/hr) C 010 (cfs) Q100 (efs) A-1 2.74 6.9 10.3 0.65 12.29 18.34 A-2 0.59 6.9 10.3 _ 0.65 2.65 _ 3.95 A-3 1.18 6.9 10.3 0.65 5.29 7.90? a B-1 1.32 6.9 1 10.3 0.65 5.92 8.84 C-1 0.95 6.9 10.3 0.65 4.26 6.36 C-2 0.89 6.9 10.3 0.65 3.99 5.96 C-3 1.88 6.9 10.3 0.65 8.43 12.59 C-4 0.71 6.9 10.3 0.65 3.18 4.75 D-1 1.75 6.9 10.3 0.65 7.85 11.72 D-2 0.79 6.9 10.3 0.65 3.54 5.29 D-3 1.46 6.9 10.3 0.65 6.55 9.77 D-4 1.04 6.9 10.3 0.65 4.66 6.96 E-1 1.92 6.9 10.3 0.65 8.61 12.85 E-2 0.60 6.9 10.3 0.65 2.69 4.02 E-3 0.61 6.9 10.3 0.65 2.74 4.08 E-4 1.69 6.9 10.3 0.65 7.58 11.31 E-5 1.04 6.9 10.3 0.65 4.66 6.96 E-6 1.47 6.9 10.3 0.65 6.59 9.84 E-7 0.55 6.9 10.3 0.65 2.47 Y 3.6877 F-1 1.75 6.9 10.3 0.65 6.64 11.72 F-2 0.66 6.9 10.3 0.65 2.38 4.42 G-1 1.49 6.9 10.3 0.65 6.68 0.9.97 w G-2 0.55 6.9 10.3 0.65 2.47 3.68 H-1 1.58 6.9 �10.3 0.65 7.09 10.58 t OS-1 0.37 6.9 -10.3 0.65u 1.66 2.48 OS-2 0.23 6.9 10.3 0.65 1.03 1.54 (OS-3 0.21 6.9 10.3 0.65 0.94 1.41 OS-4 1.09 6.9 10.3 0.65 4.89 7.30 OS-5 1.73 6.9 10.3 0.65 7.76 11.58 OS-6 1.25 6.9 10.3 0.65 5.61 8.37 OS-7 0.20 6.9 ��7 10.30.65 �� 0.90 1.34 v` OS-8 0.96 6.9 10.3 0.65 4.31 6.43 C-H 1 2.86 6.9 10.3 0.65 12.83 19.15 �a00) `® LO r M M to LO M � co Z Z O ® X ^� co cc 0 N M NM O tY) r m � � X v t- 3 AIL0 o ai Q) L_ 101 co z o Y Y o o o r- cD 0 „ ro Q m m Y. 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'-: < ( ) _-._� ,k f,, '.• ', I i i � , .. t - " __...} i. k+• .�� ' • � _--.-:.. «_ED`. •Y, ..-.... _ ,,. i,.-.w^ x . .r" 1. fF� ' ...._, ,_., -._ ...,.....,,E ....s r :� , ,;., ,,r,: -✓ ., + '--•3:;•-#§}+. ,ra;, Cy .4t , I I'E~ 6."L..A.� >+,,- rr:°' a r,. ,.,# 7 ' n � f: �} t a£ " �` 1 A � >r ',(''� i i 11 �' ?J ,I�+ `•'! ,. 1 _e, - %•, + '•y ' ; � -.J `-i%'---s 4 �.,_.}. ,-: n-w._ '., ,,'a,......•--•� ,-. � + f'�,' �r ] � 7` `fir -.. _ 1. # . •i' i ...,.try � a+c, c ? t . j 1 , j f i / 3111 {...:.... i'S�a;..:3•:F,Ri]b....:r..4y „K..� ... �. (^a.._ .-: _..,.1+ .t- �� j il" �?t � �j', , + + romp ; t f - �... ,. u 49et.<ftil4+geX Yf ::il'd%'... ✓.r: .. -. l : j i J / . r J t S ( ` ', 2 - '... J i -"'"'f ,.%5 � •+: .,:, -F.. .� 1,. .f (. 1..{1:51 L,L �•w..✓-"' . ! .-. ,1, f } � '., . :-{ t. , �,•' 'i' ;. �- .,,.^;. •! i_r,r .._ } - J t t i S .4:' `, I( E _. f'/ : :4,,� ,.. " , ... , . ', i C r`a r!' � � "" � t 1 „� L4 , �.»+: S � :t •x ! / y J r r r tq - /1 .. ,.. ., ,.,:: ... _� F n. ,.c;+ h°_'' 4�.'..:: �•>,*°' � ._ ,. fit: � X: , / „ " t I i 1 •t i ,t /t N\ ACC3 ; 0.52 ACC1 i NOTES LEGEND 14 - DRAINAGE AREA NUMBER 11.54 - ACRES •9 - Q 100 ■®®®■ - DRAINAGE AREA BOUNDARY Q - STD. CURB INLET <:� - FLOW ARROW E] - CATCH BASIN / DROP INLET 1. OFF -SITE DRAINAGE FROM NORTH AND NORTHEAST ADJACENT PROPERTIES DO NOT DRAIN INTO THIS SITE. 2. RUNOFF CALCULATIONS BASED ON IMPERVIOUS AREAS RUNOFF COEFFICIENT OBTAINED FROM THE CITY OF COLLEGE STATION UNIFIED DRAINAGE DESIGN GUIDELINES. 3. CURB INLET AND GRATE INLET CALCULATIONS BASED FROM EQUATIONS OBTAINED FROM THE CITY OF COLLEGE STATION UNIFIED DESIGN GUIDELINES. 4. 10-YR RUNOFF CALCULATIONS OBTAINED FOR CURB AND GUTTER CAPACITY CALCULATIONS. Drainage Area No. Area (acre) I10 (in/hr) I100 (in/hr) C 010 (cfs) Q100 (cfs) COMM 3.93 6.9 11.0 0.9 24.41 38.91 ACC1 0.62 6.9 11.0 0.9 3.85 6.14 ACC2 0.12 6.9 11.0 0.9 0.75 1.19 < ACC3 0.52 1 6.9 1 11.0 1 0.9 1 3.23 1 5.15 ,. ACC4 0.85 6.9 11.0 0.9 5.28 8.42 '�.w.,,%"'<*a.w�+'�*m:.✓^+y.,;.9"'=:..�o"'xis+"�:a„>�+�.,,_:>r+y`++.��'=>r:,o%�`°y.-.,±f'�,::+,.t�+.:.,::,,��<+,.. �r"v.._.. xk„s+°�1•e:.�,r,�+w.,.,�"ow,.,':$+,..,v�`„f'""a,�' i a NOV 2 12005 g 0 J U OE- w 0 co z C: O O to •(n L N bqj II 0 G) to E- rM M to u') 11) N -4.0 CIO ° ° zz TO 0 i co Co cc O N r7 to N M 0 'O LO >n myj X 3~ 0 O y t') 6� • . f all .. SC KEVITT G/�SKEY l O Ae• 69165 Nj,'!OA,,pa w w � mow. Q O r m m 0 E n. N O O O n ,c � O U) in c Q m m r Y, Q � L -0o 1J _ (� u pO O X -C) Q) -N x _N [7 Cn •� C) Q) -a•� U O E a a N U CO U Q 0 _C: 0 C) Q 0- y x U ..n, m`m vx SHEET 3X C-1 6 n o� x `° ro Go* �N ,X f9 .w o v �i X / _ - __. __ __ . / III '4111-\\ �_ \ . ` \\ _..,_._ i - : I I I I I I I I I ]':,- �y 1 g ! = v v / Q6 "�� ci .� ono [____ I1f`] I I ! \ 2+39.50 LINE D \ AF` / I �' i j \ - -- _ _ ___ - -_ III '.� : t NINSTAu� to M o ¢ / )"I \,\ I \ -- - _ __._ I I"I E " 1, , r ",�/ 24"x18" 60' WYE \ / �' _. ' �, It uj.j - .~ /' i / N N I\\ - --SEE SHEEi�` B 1 \` v) :c 00 I ' 0 ) / a 6 \+ / C ' a' v + � GG i � its s _,, _ . , ' ,i r , f , - .. d s 1 ,� ,. .. .., ,._ t... ., _ ,.. ,_ , :. ar ,. .: ... ., .. ,,:,, .... .-... .. .. .. .. s...a �,�.,. � :,y t>�z, '�„ ., _ ,n ..._ .. �L;.° � ...,a z�,:v. � �S t�,>... •,..:s .,_.., _._. s.. ., :� _ ..,..x �u. ;�,.. a:•. � s'.�. �- _ ... `. , .. _.....z _ s c_..,, .,. _.,15 f r, t t - ((�� -_.. I t ,- , _:.. ... .....:....�.,,, tr -a , tie. __. � _ .. _ ,.. S ,. , ,. .. _, ,.>. ,::. .. c_ f -� 3 - T-�- - - `0 �,.aJ ,,, ,.. (i / .. t ... ... .. y;_a, t":..� 4,z� w: srt � ,a .. 3 >.. �. .<'v ., ��a: :., a. I 1 / ( ,,.,._ t,..a tr 1 ,:., -_. _ ') _ s_ v�3.,a Gr.�;.y v:.� :.sb p:x,. :r..� .,s '-: at:r .S E7.. '. ".* � O O I SEE : FTC / _-. __ -- -- J / ta a._08 \ _ _ ___ / _�---'"\,;'� SEE SHEET A o O co I I " I i 7+70.93 ME A - 8+24.68 END UNE A 2 4 1 6.00 i " \ 3'' ' �0.� \ �- ax k ,'' ` = c tU = � i r° INSTAU� �I INLET Al _.. ; �� / ' `$ a� U o I I /� \ I I' 30" 45' BEND r______ __... - _ CONST. 2-10.0' CURB INLETS a _ . s - • i �`,., �\ -'` / / n '> a a I / V I. 3 L-------- TC= 290.50 X I ( 1 o • • /, ``� ,r/ \. - cn v 5 TKO 4 ; I _ F1= 286.00 r fi� / H . C�k� / '" v O o c 4>:;1II *rA I I ( i f / U / - 1 / / .. , "" : % r`J •00, / Q eN es .5 N E _U I I % �' / G a� a� a� I f iI`tS IIl1 z �� 3 e.:�' 2+55.31 LAT. D-4 ;t j x, y ., y :._. _ La _ __-__._! III ,� I ! _. __ _ - �- --_- -- _= -1 ! / INLET D4 � "`' / /,, . ��� S p co co co co { I 11ul - i 1 1 t / L_ �._._..__ _.._. _ ' _._, . __ __.. _ _. _ __ -.� - - I j 0+43.56 END LAT. C �3 s _ , >r" / / � � �1 PZ y y y +a CONST. 8 CURB INLET \ r.. '� �� / , o I , _ _._._; INLET C3 CONST. 3 x ® TC= 286e50 / � � r� � ..,., r r r o F I ( ! / GRATE INLET WITH MIN. 2.13 ® v ® y / O �� I / _ / SF OF OPEN AREA t.{ I i _\ �, F1= 282.00 '_3`/ / �r \ :, II00 fi I I ' ; `" E2 3 { a ` � .� TOP= 284.8025 � \� �``� , �i . 11, _ f �` / III I' I I B 7- <; \1 Q© M ! I \ 'y + E N I y' 3+75.35 LINE C= , _ i I I I 0 0+00 LAT. C-3 � �l1 i°�' + I _; �_._ _CONS - _.�- . - _ I i CONSTRUCT STORM SEWER - -. _ ; _ _ -__ T STD.Lo "-' fz" J �.,\ / �`5 Tom_ / / / I ;1 1 1I I I l I _:. , ' _ .t t - ("i>: 3 : 00 r p � °\ -off jrf � M I I ( ! I MANHOLE PER CITY STANDARDS .... _-,_.._ _.10 _ _. I rt ' < {_ \ / / _ o /// --+ Ifi _ - D'F _ A� FLE LAT` C-3 ; , i. ` / J / /' xI�LE ALA VA 4 =I I I I A --� ._ _ r.:_ ! 1 24" � HDP I �'s ; _.__ i � ; I i; it I i ;.`, �/ J �� 24'� PIF�E (EE�pE'T IL�; � ✓� / 1 m X ! , _ W l ® ® ® �U J / \ \ \ !Icy SWEEtf) / » / °' I I "I - 'Z'. -, , _`� .- i i H / ,� I p I . aj�� _ j � ( J g I I I I 1-1 z I 1 !r ..5 // �_ / ,Ss`^"')4z�� k \i f+�w4":•�`' �.'?'`' (1 T 'e F,,,. ✓r" 'f. `.F` pro. I I / I { �� I { / / ,'�� / / ij I I I I 11 i 1 / I-- -� ��.� _� __� I I i ° f / Qoo� �,� / 1 ., I / �- _\ / r * r1� ��� II I 1("2�2 g �' J r / /,� r I I ( 1 ; / ; I __) + I i / / �' // \ ! , �°•••..e................ -A o. ,} I I I I I z ! i M t.� i/ / ,// \(''11=t/ V KEVIN SCOT C9AS Y r I I I + I I'-r-----..0 I0 - _ 3 - / \ = / / I'; {'JI / I ( \ rr�z°�Fs !cENS...-" .��'``� - _T b IJ I I ( \ / f/ I I \ 8p1� s�0NAlEN m l I ` I ' I / \ / I / 1 2 / / �,, 1,����i���, I I i I ; 13.00' \� -11 / / / < i 1 / i � j / D� , I I +, �f-1 "I } I ! / / // f/�f ���� I i / COTT I 3 _ _- \ / , t\ 1 / ,+ ,--,. ,_ __._ . _. - _.__.__z _. ° SCALE \ / / %/ /, / I /.. I / 2 _, / /� 5P / 40 /// /6// 20 ao so �.____ 4 . I r", - - 11L ___ / ' I / g6. 6 / ' ��,"G r / � / /// I f-If I / O QC g ,k I / / ' - (') � '� i"` '`/ Cps / %�� / \ ( \II ET I`� v 1 I / ""_-�""`--�<` T� T� h D/ /// a 1c40 f a� Pr 5 �2�is 0+36.25 END LAT. C-4 N C OTT / / i / T� T� , 11 ry � jF__01 01 - - I INLET C4 CONST. 2'x2' GRATE / / - , � f // 4P-�i i / i ' / ���V ��/� / % \ ..._ INLET WITH MIN. 1.39 SF OF - - lr� /� I ' / , ///� 3 \i: � OPEN AREA - 1 r �- r / / "' E/ -e!� P.., F--� i I\ 3\,;• / ,, TOP= 287 50 I 1+47.52 NEC °'y \ i- K -_ r/ / / /k... , TIN \ 1- . ,.,__50 ! 0+00 LSAT. C-4 / ``_- Y P / I \\ / \19 - 10 f / /, / �--� i e I INSTALL: / / } _ ' _ . 1 I j : " _ __- __ 3Vx18" 60' W Y E / t' "' / // ,"Q:� 0+27.4 END LAT. A-2 _ / '� / /' / ��� 1 ,- , ____,__ �- C 0 T T1.11 / � I INLET A2 LAT. C-4 \ I - / - '� / / - .,, ' _ CONST. 6 CURB INLET 18 HDPE _r b ,i', > `� - __ I / I I TC= 289.50 - 1 / / /_ = _ = i e a / I I / \ I r $4 �. I 2+83.8D UNE H \ ' /'/ :, --, / I i 01-- i_ �/-- ;,.;: 20 INLET H1 � 1 ,� � �/ /-- ./, , I f , 4! s A - CONST. 10.0 CURB INLETg /- _ �j // / /� ( Ii4.;, s A. 111 I - / TC= 286.50 /!L ��� ��� \\ i 1l I I k ;; I'' FL= 282.00 / ( I , I_ c ` 7.00' 2+73.73 END UNE/ B - T T / 1 I . \ t ' 1 INLET B1 / I , f /��// / / / / I J 1 / ° u� A__2 ._ ; I 3f CONST. 10.o CURB INLET / - _r _ _ \ I / / / / // / I / I J _. » - ; - �._ _�. _,1. {_.._ .._. - TC= 287.30 / / / J ✓ // j//j //�% / / / ( I I - ­1 II i ­4] I I { CL i FL 284.13 / / ' / ^ // ,- 1, ///�/ / \_ 3+96.76 LINE A= } ? ��� ` // { 0+00 LAT. A-2 /1 ` ciL{ / / x'Y,* 8 < ` ,_ I / \ i + G a. \ /i / 1 CONSTRUCT STORM SEWER / iii _ -. / { MANHOLE PER CITY ,� \, I �) �. / / / _ f P ,,.\ \ ���� III / L, , \ \ \, - _2 _____,. ___.._.._._----_----.._..- _.__._____._-.-.,v___....-w_-_____ y STANDARDS _ ,. _ _ ._..__...__ Iw .,. / c J..,_..._.., u ,r,".%` \ L+u _ I► _ N / COTT `�, /y \ `;,Z Uc �:) ,,� ,1 !,,'i C k �\ CI ", :,,� ( ���III i �� LJ4 C vj W� �� Ww w � � W t O O F-4 " � Q.," " U u Q O I ,3 „� W v ied.q F_-I'll 11 G"�� I "I., I " -<� F­� I / G \ O I I \ / O \ \ <v s / f ;I , r \ i _.. .. _ ( \ /I \ \ \ 11 _._... '�\ \ , , s /1 /I I 1 850 SF G t 11 4 / ! V­ 1. � \ 1_ ,•_- _ \ \\� �> ,. .; , E r v }, I I INT. - - - \ \ 1 S\ / I I BLGD fir- / 2.00 ��.o <' L f '/ - \�\\� \ \ \� \I\ / I f�q1;� ., _ \ ` ' 1{ / / r''✓ \ \\ FLEXIBLE COVER IS BOLTED AND _. 0 1 i O 36 'J ?X r \ \\ ` `\ \\\`� \ y,,.. 0 - $ a� \ / / N ..' �\ \ CLAMPED TO THE FRAME WITH I \ I:5� / �'�/ \ \\ 4* STAINLESS STEEL BAR AND BOLTS. 1 I �, \ 0+23.15 END LAT. A-3` I \ \ �\ /' ,.4 2+35.Tf UNE B ,. / / ,`�f � / -� \ \ \ \ \\ \\\ A PVC SPACER IS PLACED BETWEEN 1 ' I I 1 - INLET A3 / o �INST/rLL / / \ / 2 \ \ \\ \� \\ pi' 'i THE STAINLESS STEEL FRAME AND L'I� I 1 -�' CONST. 6' CURB INLET �" Go �, ! 4'` 45' BEND / / `'` , \ \ \ ! THE NEOPRENE. v �- 1 l� I ,1 I I ,,; . \ A TC= 288.25 / / , `, � / � I ,01 \�\ 1 \ ' -'�7 j' �, _ x -\ ' i _. I I i' �1 FL 284 75 \ / / / / ; fir, ..:, 11 ( A V A�� \\\ y Ga I I ( ; 111 1 \, a. �-, \ / n / �,._n., d x , - 1� / /\ \ %\ `11a ;I 1 \ \ `\ \\` \ / t I g � a 11 f =` 2+10.42 UNE/B= I , ,./ � :' � \�: \ \ \ � I 1 \ \\ , A �.r 1 \ --' , '°' 4 � ` I 1 I I / NS I t \� \. t� �" `� i \ / CO TRUCT STORM $EWER \ 1 �\ ... \ e \ r 1 I / I \ MANHOLE PER CITY 1 \ '.: `` < .` � ' °°`, j 1 \ \ \\ � � � n � a:.' -, '0 ;`. *i�g 0% / �' 29 I ---� I ` I \ \ I , •/ STA DARDS I11 ,��\�_-/_ 1, k A vA� .,. ,� I -. , /� 1 _ \\ \\ 006 / / I \ _ �\\ \ I40V 2 1 2 �, L, r 7 - \ \ // / 1 / / i i +1 0 UN I '\ \ \� : / V ( - _r2= i \ ,e \ 0 . !.. i 1 , ��� l 11 l l`i �" I ® \ \ } \ \' / I ,: ,..66- - - i / �/� \ \ \ �'. LIFTING EYES FOR HANDLING d 1,. _ 9 , _ _ i��i �1 \ AND }'j _ I i �., s �,� r r ,.. II ' �((.; INSTALLATION..�:, { / I I i, s / _ / /� �\ J I t I ,'J STAINLESS EL \ I ' f rn rn ,; I w'�-,'",..-r.. , '. �� .,......./ I / /� 1 \ i TAIN SS STEEL i r ;G O \ / -T�$ - I �\ \ �I;. / REINFORCING ANGLES N 1. �..y� <1. ` III 1 t�i. r r: _ .:,.: -- Z 1 N N 9 / 1 r �' } / I ! I r r " ,, - - _T Al_,//l� I i �t I TO WITHSTAND SEATING :r i I I I 1+98.55 UNE A= ,, y.,. '4.4 II \ i \ I �I I I, 1 = ;.,, q �_`, ,__. / / / / I I i HEAD CONDITIONS. THE 0 ' A 0+00 UNE B ;, \ ,y--,.:' / / �. �`L / //� 111\I I �i I, s, \ I i� I / _ J� // %/ III �. , NUMBER OF l - � !� � INSTALL. � � , ';! /.:.--~' �w /_ _ .- , ,. �' `I : � � •,ly,,, a- III o \ i \# :,. r ,, �: L _ 6/ ^;; / / / '� 11`\\ e�. • _' �, REINFORCING ANGLES 1 `� f _.. �r DEPENDS UPON THE 5,'� O J \ \ \ l I �! 3. 48 x36 60 WYE y .:. / q, J �l 11 /I j t 1 ^ _>Z - \\ ` ,` j \ \ \ "�-o �= � � �`Z �� J J I1_ I,I;, I \\ :;s y. _/< <, $... / SEATING HEAD ON THE FLEXIBLE, SOLID NEOPRENE COVER. . - \ J _ ,; _`,_ ;; C®TT n i.,.- �,: Ov J l� 1+20.00 LINE H I I ,I \ `' i' 3 "" �" �; / _ - - LG EP 1 II 1� \ _� /., / ''I VALVE. \ :;, , I ,,.. �/ r- P1 p,R / CONSTRUCT CONCRETE 1 \ \ . / l I 1_ �..,,,_ // -'a ao / 1 1 1 L - .`' y 7 y Ir ri ,.' , } �... c �,"'-,_ ' s. / ./ .,„` / �... �`- ."., II t \ \ 7F"^ti ` .l„� ,ice...,, I �'., I.�� J % P '.1 I - , k by,.- -p.`I `l / HEADWALL OT STD. 11 \ \ r ; / i I� � : /} I 1 = $gyp EM /I / PER TX H- - III \ 1 ,., , . �.,,. 5o p Pv l _ yl \ \\\-, i1 11 /a; _ i -:° . t. _ gA 1 / FL - 2 0 22 I \ I a I': �_ : , : oX Jl I ,1 III$ , _ _ / . ; _ li I \9J _ ,, _ / Q 10.58I w111. 9D r -___. -_ J \ ' Ill \\ I v' -)/I o I I I 1 ,., --"" - - / ADD FLEXIBLE FLAP VAL 1 , \ \ °I ` / 1 ! , {.I i. - ..:.*'.fir ,..+:,. :'r//! " •-� ��. \ Y<. ' " 11111=y rt, . I I .ti 114 J I I fY �'"�- - _ [_ /.� / FOR 18 PIPE (SEE DETAIL , - __ --� II I - / I I f :, , / // - - - % �I, j ,\ FABRICATED STAINLESS STEEL J i x , ,: s _ --.� _ - _ w. /I ;� SHEETS 11I �i ' ~ 1 ` _ :, / : _ \ THIS l.r- :', I i;-.,, ,: / �' _ _ - _ / I I FRAME, TYPE 304 OR TYPE 316. / l / / / - --\ / / :'r I N I I I : I` i6�// f.� ._L .:, _"'''`,. - _ i I 11 s.)> -, '. \ � My J cQ \ ,: �- / - � �� STAINLESS STEEL LIFTING / I II - \ L w / -, I % / - - - �.,,., `., . \ \ � \ f I / 1i / / \��\\\\ L r HANDLE TO ALLOW z O _ J / �; I I I .::.... I - - - F " -� \ �� J / ._ _ _ -2 -\ _- MANUAL OPENING OF . 3 N O /- 1 I ---1. �S 1 \ 1 \\ \\,� s5- 2 0 - -_ _ \ \� \ \ \2� 2$4 - \ / ( J i I I I~I \ \ / I L\ \ \ 8s "a ,�.... \ / \\ 8 -- c. THE COVER TO FLUSH \ f = o ---. //� /� I `, ii � /i ' �- _ - I \ \ - ���� \ . \ \ O�\ 9 - ` -_ / � DEBRIS. co �� z J y .w _;�)/),\\ \, �, _ _ /� f `\ 1 , /�- �1 7.00 LINE A <\ I \� \ -- _ __- -,. ` to -a to cfl _ J� j '`' J "l. / / i 11illV G.- f CONSTRUCT CONCRETE � t ` \ \' \ \�� \ \\ \ \ _ - � - � - , - i-� INSTALL 32 LF OF 7-7 x4 J // HEADWALL PER TXDOT STD. % ///// % \ \\\\ ��\ \ \ 28p� =s, / CULVERTS. UPSTREAM / / CH-FW-O I - \\��- // \ \ �, ' \\\� \ _ �.- / ;, -� 1� INVERT=283.58 (/ / / '{ F1 = 281.50 \ -�--f--��/� 1 \ \. �� \ - \ \ \ \ \ __ _ --- / - / � i� j S, Z / F°: - \ '` �, `. �S` \� - \ -i ,.,'' A RESILIENT LIP SEAL IS BOLTED TO _0 -0 Z) DOWNSTREAM INVERT=283.15 \ , / '� \ Q = 58.92 - / \ \ �- a., - - \ -- "%� THE FRAME ALONG THE BOTTOM AND: C U / � _ - f \ 0) ( / / / \ADD FLEXIBLE FLAP VALVE ,. ,:._,_. _ � ,. _ _,. ... .. �'d, :. - - - ��/�/�/ C _/ �_ _ _ _.` r " ' ... ,.-._ ......,._,_:- _..- - -'-� ` ki', _ _ -�ii� �i �` - - ��` UP BOTH SIDES OF THE OPENING, , N tT N / FOR 48 PIPE (SEE DETAIL ., . ..' �.=- _ r' �'`p \ "` \ a) -+-, / t. / "F,,,.. w ,.., _,....- THIS SHEET .,,: ; . �' \ . _ _ �i ��i / USING STAINLESS STEEL RETAINER n p C) e0 / / / I _,/ �-:..,. ,._. _ .,,.._ t _ �� BARS AND B ,= o cn i I \ \\� _� / / I \ .� / / / ., i / _:,.x ,. n _ / 87 � 0 U 0 0 _ _- \ \\- _ _ _ f / i i !/ I f4 -- --- _ - ' , : _- . - �.„:,, - /� ► f _ _� �..:r- \ \ H - - SHEET � / I I I Asa $_ - - _ , ^ � \ `-�/. -- - - HUNT FLEXIBLE FLAP VALVE _.. : ', ....t JrYyi .,.nw..• w,er cz _ ,� u 11, \ - }}OR EQUAL \^, 7 . v e.; $ -' / y- V $ I( ! , ------ - ........------- N.T.S. - - - - - - 8g _� r „ .,;. . 2 - -- ' ' _.. ._� , a ,._ ,, _ . {, v '� t z . . Aa,.. ,.,., _c.. .. ..e �:... w_..w s..a ...: ..,. :... .., .. :,G.: a. ..:... ...: s..z _h ,.: _ :._.., .,,_., ,., .. .. _. „,., _ ,. .. ..,_a .. .. t .d a.... � ��»,v .,a, ._ s., .. _..� . ... .. ,. x:, _ s. _. _» . u..v. k v .s._ x yi / ,/ y Nt // z.,r \ .. /", x.a..,. "`7"O"•V /L:w n� n n:+' W / ,x..... / �"' , n c... ++.._... ..r:..d+v+'i Yi ■ i Emilio ■ �i�l1 i Mi' " ;� .; !In" I �- - , .. ,_1• 11 _ _ �■ ■ ■ M�MM T wr{� _ « � . rtii� 14�1+ 1 s ♦�°� �+ - - (34 00+10.�o LAI IN 15� 30' T. E-2 L -77 �h —SEE SHEEP B 1 SEE 0 a) Ul) rl- tn Lo C14 04 r- r- 0) M co 66 zz C) C> LL- €s cc la \"A cc m w w cn La w w. cn cn C14 V) V) C El", Fn x GRAPHIC SCALE 40 0 20 40 so O avi M� irn�rn N) IN FEET I co m - 1 inch = 40 ft. all J- ar,- (a L iL'l kLl u SEE SHEET A U NOV 2 1 2006 VIA • .................... KEVIN SCOTT GA.S...... ........................ 69165 ..... t�i �ot�sS�ONAI.����`ry �' /cENs C3 a � oa co 0 0 0 04 0 0 r- V) :D (o 0 v- 00 U) U) Z:) co < M M y < o >1 c c: -Y 0 a> 4-j 0 n L2 SHEET C-18 \ \\ W W / %�`� 4 0+34.13 END LAT. G-1 \P� CONST. 10.0' CURB INLET .,_ ._ - ._ •4- / \ TC= 283.75 . . -- -- "', -'_ 1 V - - FL= 279.25 k5»^- i.n#4-----sar -;:.,r-<^....,•,�;;---^"'---^--'"'---.4m.-....a...................:...._..criu .: � - / O / \ - zL I J \ � f / 0+06.92 END LAT. E-6 0+65.03 LINE G 0+80.06 LINE G= 3 % �' CONST. 10.0 CURB INLET r � o � 0+00 LAT G-1 ~- IAx _ .. �., cb� INLET E6 3 8 INSTALL. a ,:. \ \ - 283 - co cVl ; .. 24 45 BEND 0 La : INLET G2 ,i } TC= 283.90 z CONST. 6 CURB INLET% FL= 281.40 ��� / ��TC= 283.70 / ® \ 0+14.07 LINE E N j 1a / FL- 278.51k`�.=-_ LAT. E-6 Z ;I f INSTALL- i / 3+64.43 LINE E- J L -� / l ///- - - -27i s I I ! L,, 30 B ND $x I 0+00 LAT. E-7 / I a 101 TA � /j 0 14N8 27'• �` / 4+10.31 UNE E_ .'`"``• �' _ Ss�' { \ "6+47.90 LINE E= 5+22.19 UNE E_ 1 0+00 LUNE G II 3 0+00 LAT. E-6 ® 0+00 UNE F INSTALL: CONSTRUCT STORM SEWER / 36"x24" 60' WYE 36 x18 60 WYE \ / / r r ...... ,. �j Q MANHOLE PER CITY STANDARDS 1 \ 0+26.82 END LAT. F- \ \ (B INLET F2 s \ \ � _L,--= - �'l�' CONST. 6' CURB INLET a - \ ' ' - 1 =7� \ =�81. TC= 284.50 0+51.19 ENDLAT LL_ ,w ,. INLET E7 , �° r \ = I 00 CONST. 6' CURB INLET / `". \ z,; _ -� 0+68.45 LINE F t `', / \ / r / ` t e, TC= 284.00 r' / �,. 0+00 LAT. F-2 0 / `/ , \FL= l� l r r 279.50 r .. , e 24 x18 60 WYE r. v - 8 E � A .. "! jio-i� o. / , '� / ,j / / 1+00.00 LINE E Y . _ ✓` of g / / �- -iCONSTRUCT CONCRETE - / / r -`' � '� I ��,j� / l HEADWALL PER TXDOT STD. \ N / f �`�. �o FL = 275.00>F' _ s III 7 / / \ i \ / i / / 1 2 � \ 9 ADD FLEXIBLE FLAP \ J " VALVE / \ \ . / N M tz °`x \ - \ - --- ' ..w,• w` / / /// (SE DETAIL, / N \ \ \ � SHEET 48 PIKE \ 1+92.72 LINE F S ; 1 / , INSTALL: \ _ 24 45 BEND s. ti ti / ; //// r� = - - -\��� \� v� III / h'y \ / 2d y I BRIDGE PLANS TO BE // � \ �- --•,. \\\ \ t SUBMITTED IN A SEPARATE SUBMITTAL. k / ( / 2+20.55 END LINE F ti ' I ` / / \ ° INLET F1 I ) if, ,•,,CONST. 12 CURB INLET z,, J I I I a"J r �i TC= 285.20 4 \ FL= 287.00 r- ° , o y I COTT k LIT a a Q C E o, o C) c o v w NV rDUJ •�� U a ` L a- 0. 0. +' = C 0 C o = g n n r- n 81010 C i ,� '111 ■ I 9i� lii ■ 6��1 ID i A ON W _..._ aim ��,��■I✓A� r. / �'• V t _rF C TT / / -�° / / ✓ / l _ � I \ , - 43o COTT / ,�`/ / �/_ /% �,: ////� /� I \\ / ,/ \\ >` /' // ,. , (�45 COTT , / AN "w�%"" -�v�y 4`:�ro`` "�4�Sr'�..�,, °'�✓"��� /46 COTT \\.< r - : m+�`l� / \ Z- a sF MEAT - -'' /• I, l / /\�\\ \\ /.. ' , \ / r SEE SHEET A 1. a / r' 1 f gL O r` i I ,off �� "! (�47 COTT HDPE PIPE TRENCH INSTALLATION DETAIL NOMINAL DIAMETER (IN.) MIN. TRENCH WIDTH (IN.) NOMINAL DIAMETER (IN.) MIN. TRENCH WIDTH (IN,) 4 21 24 48 623 30 66 8 25 36 78 10 28 42 83 12 31 48 89 15 34 60 102 18 39 FAI NOTES 1. BEDDING AND BACKFILL MATERIAL SHALL BE CLASS I OR 11 MEETING ASTM 0 2321. SEE DEFINITIONS BELOW. 2. FOR PIPES OUTSIDE OF PAVEMENT, CLASS I OR 2 MATERIAL TO BE USED FOR BEDDING AND BACKFILL UP FINAL WKFILL TO 3/4 OF THE PIPE DIAMETER. CLASS 2 MATERIAL. MUST BE COMPACTED IN 8-INCH LIFTS TO 90 STO PROCTOR DENSITY. - FROM THE 3/4 POINT TO 12-INCHES ABOVE THE TOP OF THE PIPE, THE BACKFILL MATERIAL MUST BE SELECT MATERIAL FREE OF STONE LARGER THAN 1 1/2 INCH. 3. FOR PIPES INSTALLED UNDER PAVEMENT CLASS 1 OR 2 INITIAL BACKFILL. MATERIAL TO $E USED FOR BEDDING AND BACKFILL TO A V-12• ctl JppR,m1 MINIMUM OF 12-INCHES (24-INCHES FOR 60-INCH PIPE) ABo'vi TOP OF PIPE ABOVE THE TOP OF PIPE OR TO BASE OF PAVEMENT AS MAY BE REQUIRED, CLASS 2 MATERIAL MUST BE COMPACTED IN NAUNCHING, 76 6-INCH LIFTS TO 95% STD PROCTOR DENSITY. SPRINGUNE OF PIPE 4• TO PREVENT MIGRATION OF FINES AND LOSS OF PIPE 4` 6MOING MATERIAL SUPPORT FOR INSTALLATIONS WHERE SIGNIFICANT GROUND- WATER FLOW IS ANTICIPATED, CLASS 1 BEDDING AND BACKFILL MUST BE USED AND THE ENTIRE PERIMETER OF THE ENCASEMENT SHALL BE WRAPPED WITH AN APPROVED GEOTEXTILE FABRIC OR THE PIPE SHALL BE BEDDED AND BACKFILLED WITH DENSE GRADE STONE, BROUGHT UP IN 6-INCH MAXIMUM LAYERS AND COMPACTED TO 95X STD PROCTOR DENSITY. 5. FOR INSTALLATIONS WHERE THE TRENCH BOTTOM IS UNSTABLE, UNDERCUT TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE WITH A SUITABLE BEDDING MATERIAL, PLACED IN 6-INCH LIFTS. OTHER METHODS _OF STABILIZATION, SUCH AS GEOTEXTILES MAY BE APPROPRIATE BASED ON THE ENGINEER'S JUDGEMENT. 6. THEMINIMUM COVER FOR H-25 LOADS UNDER FLEXIBLE PAVEMENT IS 12-INCHES AS MEASURED FROM THE TOP OF THE PIPE TO THE BOTTOM OF THE FLEXIBLE PAVEMENT, THE MIN- IMUM COVER FOR H-25 LOADS FOR RIGID PAVEMENT IS 12-INCHES AS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE RIGID PAVEMENT, 60-INCH PIPE REQUIRES :2-FEET OF COVER. 7. AN ADDITIONAL 12-INCHES OF TEMPORARY COVER SHOULD BE PLACED OVER THE PIPE FOR HEAVY CONSTRUCTION LOAD CROSSINGS. FOR A TOTAL OF 24-INCHES OF COVER. 8. ALL HIGH -DENSITY POLYETHYLENE (HOPE) PIPE USED FOR CULVERT AND STORMDRAIN APPLICATIONS SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M294, TYPE S,,CURRENT EDITION AND VERIFIED THROUGH THE PLASTIC PIPE INSTITUTE (PPI) THIRD PARTY CERTIFICATION PROGRAM. ALL HOPE PIPE DELIVERED AND USED SHALL BEAR THE THIRD PARTY _ ADMINISTERED PPI SEAL w c� a a� o z �a J � a 0 m O � N O O F- O CD V) r � 00 V) VI Z) Q m m gel Q O >, Z N 4-. U SHEET C-19 00 r- Lc) I- I!! LA F II LO to Z Z - --! --- ll�l I IX in —H 1 CD r", r", 0) m 16 'ZI Ir w fz J+ uj OR I.- cn I <5 6 C)l ,300 :3 w w x :3 (n ce Ar 12 300 3 0 U-i 300 C> F cn r.) Z,. M Lj 0: fn I 0 CNI 5 4 Ei E. In ct5 < 0 UD Z: c) + C4 +1 4-0- C4 0. + r %JF GAD 0 0- i <---- + w 04 4--B---- cn z Pf OP SE �0- 0,Z co 295, PIE OF j+ S E IS NG NG 2§51265 11 1295 p PE PE PROPOSED rGRADE G O SUR PPE- SED cq PO 290 SLIRF Ax- 0 1+ Or :3 U) Owl 000 2-90 1290 1 2901 V) n 0 Fn 111100, ft 00 T ASR 0 0 285FT d -zncpj,l 0 0, IJI- A 285 265 Jj 285 Yn �INSTALL ::20 n 4z, TVI InT 7F-;* 1 7CO) u 1 24"ll FIDPE 45- %J V T ?E *R* A M 0. K 11, (3 280 ;184 Fs -24 -0 .. . .. ............ . 69165 c: 100 2-flO 1 1 280 IF AR11AL;FLON =1 OM Llos =0.95' �\Y xwo., V V N A I 24* HDPE v. 275 48*.HDFE �AR 68 68.68 fS 487 H'JPE '�-3 Qio =3 18 cfs 3)- 00 Q 00 �DPIEI 67-7 .2- 1 30* HDIDE Cim 31 i- w!O'Y--,m DACTIAL FLA AL JU MWL-- -EA FIL OW =18,34 A 812M. FI-( i5f2 -, — — — F. — --- �p 4Loov - cfs .07 1 fps v :5 . 8 : 5.8 fps 9 v =5 4 -5.64 fps r V = 5.4, fps 2 75 - PO, k R - n =6.40 r -7 C' 2/5 - OR * I I d-- M' v --d i0s -9.'47' Ln to lzo- I 04 00 00 C, 00 N 1 C4 00 00 q i G! ll:� N clr- C4 00 C4 N 00 00 04 C4 00 C4 270 ten) �3 IC411 1 C4pp to %J to O Q O N Joe. CNI N N N C4 co N C4 C4 CNI N o G! le �� 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0+00 1+00 2+00 o �� W � STORM LINE A �Innn�I STORM LINES B A 8/17/06 Updates Per Drainage Area Map ChangesrT� u No. Date Revisions App. ul (n -T (0 < CNI 300 w Lu cn w" x w wl-o ju. R- V) -a- z I +fi < 4cn to V) 300 -Ju<- 15 0: E: 0: 0" �*j 0004 r w C4 8- d c; CAI 0 0 LA +0 ++ wu::E c4 0 0 04 cn a cn a ix !g� V) EXISTING ut 0 ++0 100 w a. 401 + 40 0 0 0 F + 0 PW7y G RADE 0 (IF 295-T PF- OF F ROP 1 2951 E URF ACE 10 i OF.' II rana 290 290 Q RR, _ 1 Q 1 6- 18" H 0 0 285 0.3 5% -- ,7 309'1 H )P ECHO . 457o 285 11 28-0- 1280 NOV 2 Il 23LO—B—+— 24.1%.# 1 1 1 -77 (0 0 I I I I I 30" HD -DE- -, -- , I 30 HDPE HI 275 z i�: LO Ln Lr, -tN• PAIMA FLOW — . PA k9t ju TIA - R-Dw -nA r04 A 0! I PA RTI ow 04 18* HDPE -17 cr) (0 00 00 a d =:2.0 N 0 d 1.9 2' -- a( W -- V 00 PARnAl. FLOW V) < V) 0 00 *6 c� N d C-41 C-4 jt� d =:1.011' bD M M Y. < 0 270 Arc" 0 C*4 04 -a 0 40�D 270 -C) OD Co c: 01 E .0 C4 04 C4 9 C*4 39 9 V) C) -1 cr rL! rL! 04 c*j 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 SHEET a 9+00 10+00 C-20 STORM LINE C 00 E i 0 s V) wo z to z a. o LITco . I I w :3 e I I I rj 0 In 300 LA_ LLJ LLJ W 300 3 0 wow b 300 N 0 C to =06 !n • CAI OU)Iuz j3 EXISTIN • N + 0 + 0 0 LN + r-U2: RL Wj;— ' cn i 1 1 - pip � :" P. 290 290 290 PROPOSED 290 EXISTIN.'. OF Oz. D E 0%IPE PIP --K OPC FFA5E SED 151 OF >< 285 f -7— _T1 285 285, 285 280 -2 HP? _-MM-20 1280 J_ A E . 0 280 280 1 1 TYPE *R" RIP-mir- X 1 1b u rnN U. - /J+7 N� p 275 275 2151 275 270. 127012-70 1 270� r- N 24 H PE 00 f) 240 HD E 04 04 Q100=10.f8 c s W N Wools PA TIAL OW N-4 100=11 PARTIAI FLOW cTS_ 00 HAK I =7.61 IAL I- P) c4 v d 6.2"s 1.5 2' s v - d =:l.ff 6.8 fp: 3 .03 1.09 265 -.1 414 1 I�Oi5I 265 1 265 NN g N 8 9 g A C4 0+100 1+00 2+00 STORM LINE F 1+00 NOTE: REFER TO BEE CREEK TRIBUTARY B CLOMR SUBMITTAL BY KIMLEY-HORN AND ASSOCIATES, INC. FOR CULVERT AND FLOODPLAIN ANALYSIS DETAILS. ................ 1 2+00 STORM LINE H A h0/12/06 STORM LINE I REVISION No. I Date I Revisions App. I Ld 290 W W W EX SW G W L 2901305 11 305 3001 9 Of 0 1300 �3001 300 GRADE PIPE 0 C OF 4! 110 X w W -Z low XOW 6 d n tz j + Clot C4 I %cl rx%1E 11: CR (n-- 2 r, I 1 0 cro 0 u- I ;JIF tA A 0 + Z-4 0 L t A Ir 0 1z 64 Z 0 CL 0 + r + coo: 0 L 0 1 + 0 0 W'r 0 3: 0 40 c1f*'111 Z< 1A1 285 1 28513001 5L)0 ZRI)i 295 295 -POSEI (IF 1 1295 /t�—Ablf-W G_ RADE 0 4L Oq P or I L OF G �ADI 070 mpa0!'u)- SUFFAqE C q OF PPE - Ti = 29C.85 HW =289.2 280 280 295 �'l 12 5 2901 W = 29C.40 HW 2 0. 7 12111u 290 1 1 HW =28,8.6..rr. 1 1 1 1290 24 11U 17 f I CW EXI�TINJ 28q 20 I J I GR DE OF 275 12-7512590 2025 1 265 285 285 15' 45 V11 5­7 <4 270 12-4 r ol 2 5 2 5 2 0 R B 280 2 0 7 7 280 0 R� 13 V, % 265 265 280 �+ 'Ir 1280 275 I I I I I 1 11 1 1 1 1 275 275 275 11 1 1 AV HDP E I I E �F TO. BE EEC RE R TO. 84E EE� I I I I I I r% . ..46 =1 . cfs — 1010 — 6; cum=38' F� ARI AL_ C' RZ V _IR ITT _4 �L B 00 c*4 PAMA. v -.4.8 rLVVV 0- 04 00 N­4 =7,93ZN 42!- fps A';S,OtlAltS. IC �N NC. Al ED AS�&,r J rDATED (0CA 10 d =11.62' 04 - 0 o oo Go • SEPT./ A 200 Al Y:�Iq 5 F( R CyL`V IFTJ R 7RT SEPT./2000 rym C 1yLVER 260, iO 25 -4 F1 el. Irz! 1 12 5 2701 1 1 1 1 1 1 1/Uu Zlu 1 2701 N c*1 C4 C4 to N 0 a C94 8 N C4 d C4 C4 0 M 00 rl- LO I,- C#= in on N III P, Lco .40.6 C) mu 6 6 zz X :3= a �2 U- E �e co C) 3-1 LN C) 0 0 F- :D < m m y < 0 6 -0 c- 45 45 0 cf) r) o 0 0 a - SHEET C-22 0+00 •VITIEV'►' We4' STORM LINE I 1+00 0+00 0+50 SOUTHWEST ACCESS ROAD CULVERT 0+00 0+50 CHRISTINE LANE CULVERT 4INSTALL SANITARY l -L \ •19 S" OUT 1-1 H_ SEWER CLEAN � �, + - \ ® • � III `�°� � / SEE SHEET B i ,I 3 dfr`k"b 7 y } ( 7 g l i :,#ate 13 r: Y �: 8 sx +.[ LU2.a f.zF! Lam.,., m'L "..+� u.. ir1:` Fla �: idYt�i '�. �:<1� 3x�'t sw � !r 'yr U FIR Z� 4 (TYP.) �, '2 _ ,ERVICE # It - -- INSTALL- REFER REFER TO MEP ' 2 BLOW -OFF `�- PLANS FOR FDC w ®:, VALVE DETAILS (TYP.) o z %" INSTALL• 1-8" TEE i AL "B-21 Via, 2-8* GATE VALVES ' # _' w, * ¢�>�i.•,�;. 'a. v7 :, ! o ;�` � 1-8 45' BEND o y .• sib'' tw:'y ' �.' _ '''�„"w 23 bt INSTALL: �' •y #5 - 1-8"x 4" TEE f 1113 Q 1-4"x 3" REDUCER oa . i y;y 1-8" GATE VALVE t` 3+00 `* F F- 93.00 9+0080 r» �3 Ss E s I ,+, INSTALLSANITARY( INSTALL -I 4 SEWER CLEANOUT 1-8" 45' BEND 1 I ,00 ( I 1 d � -9 r S 9+55.04 LINE E CONST. 4.0 DIA SSM" ; F INSTALL- I H • C " x6 TEE I t 1-STD. FH ASSEMBLY vi 22 LF. OF 6" LEAD 2 I ksN ! i 2 1/2" FIRE I SERVICE INSTALL- 2' BLOW -OFF'' r. VALVE r # g ' (Q Co v E­ y� N I :� LATE ' L "C-21' o o INSTALL: 1-8"x 4" TEE p.. I � 1-4"x 3" REDUCER } I = 1-8» GATE VALVE ' i- a r1113 Y .Q I � 1_F�t� 93,0D Al r--- n I i 4 INSTALL SANITARY SEWER �79 00 $ S CLEANOUT 1 1 N - FL 288.25 = :. _ t OHP pHP d P t U J m - I z 20 W z INSTALL: ! Q 1-8"x6" TEE S N,III 1-8' GATE VALVE w FH Cr +' 1-STD. FH ASSEMBLY_ » r° 1 $ r L' b' bd; �.. t L:. 2 :::�.f .. STA. 21 +91.76 INSTALL: 2 1-12" 45' BEND 14 LF. OF 6 LEAD ; w STA. 18+16.41 i`t 5 rn INSTALL - / tJFL CA: TL-LLUJ 1-12'x8" TEE t `y. .r 1-12' GATE VALVE INSTALL:,`• 8" SS LINE I 1-8" GATE VALVE 8 » 2-8 45' BENDS � � � I o ` - + s+0o 8" WATER MAIN P BLIC i C07 ATER �� WTR. LINE "C' STA. 17+93.54 2+43.09 LINE A 4+25.60 END LINE A INSTALL• 850 SF CONST. 4.0 DIA SSMH INSTALL SANITARY INSTALL- 1-12" 22.5' BEND MAINT. SEWER CLEANOUT 8" 45' BENDS BLGD + F �' 2+18.14 LINE u..1• 6" SS CONNECT 4' SS nV '~ 1+40.73 LINE B DI SSMH ri 2 3 C TIT)Jx� J FS �y 4 OTT } F_c' OR INSTALL• 20.68 STA. 21+72.89 1-12"x6" TEE IN 12A 8 TEE 1-12" GATE VALVE 1-12" GATE ' VALVE 1 ALE D/ 16 LF. OF + 1-8" GATE VALVE p/ S5 1+79.20 END LINE D INSTALL SANITARY SEWER CLEANOUT ;J v1 FSX r O 9 s $ f � � i S OTT . 0+53.96 LINE B a `F'S 0+00 LINE D / . CONST. 4.0' DIA SSMH 0+00 LINE B = 0+00 LINE C S INSTALL CONST. 4.0' DIA DROP MH 2-8" 22.5' BENDS ON EXISTING 24" SS PER CITY DETAILS ti- 8" 0+ " 11.25*,%BEND 4 S O - �+ 1^J�P ,max �$ i;�=•�> STA 17+66 91 2 � ass It±�$TALL: -- 11. " 22.5' BEND U . roll \ w (D CO .... W v 'w E � � ^ rnrn E S .� EE SHEET B o 0. C w o CU` L -� 0 0 + >` v a >, zz Lv O X i to v = L° ` a aCo 0 c c � c _ to J J0� t; Co co co co co 0- \ \ Etx4 '�y\� A` \ A\ S (! 00 00 1 _ r- 1 _ a.- O O © Z M 7 01 ��- 1 5 m ciI 0 Ell ss GRAPHIC SCALE 3 9 o 0 40 0 20 40 80 O m CONNECT TO EXISTING ;i MANHOLE WITH DROP CONNECTION PER CITY L DETAILS. e. ( IN FEET) ���„•��.� `Ig �i 1 1 inch = 40 ft. �� F • •�,9�'� * . Yto U �...::........ r KEVINSCOTT 7• SKEY r•-�.................... 69165 �r; E NS� 2ir AI Ll /;" a Lis � W U Sad (� LEGEND O � �o '10' 12 SANITARY SEWER "-�$-- PROPOSED WATER METER r� •WA SYSTEM NOTE PROPOSED IRRIGATION METER 3.-r _ r I 41 WATER SYSTEM NOTE v EXISTING SAN. SWR. AND MANHOLE 4 FH EXISTING FIRE HYDRANT 6" SS PROPOSED SAN. SWR. EX. 12" WATER C.O. EXISTING WATER MAIN (}- SAN. SWR. CLEAN -OUT 2 WATER PROPOSED WATER LINE -- PROPOSED GATE VALVE M.E.P. MECHANICAL, ELECTRICAL. ,.: ..:.. do PLUMBING INSTALL• 1+79.31 LINE A < :. .r y CONNECT 6" SS r'�., °oX 1-12" 11.25' BEND �a �� `` � � ,�.�• ;' �`� 0 III COE C NST.84E0' DIA ND NSSMH SEE MEP PLAN FOR CONN CTION TO ' # 6 PUeVG ss 1-12A 8" TEE N FLOOR DRAIN OF DUMPSTI=R PAD ' � t. � ,- � - ai FL 285.70 . WP' 1-12" GATE VALVE G ' INSTALL 70 LF OF 6" SS ® 7.97. � Z� �e�°° STA. 17+22.64 c�, C�, Q INSTALL• INSTALL• - y-"TEE 1 12" 22.5' BEND $ , � � -STD FH ASSEMBLY 21 LF. OF 6 LEAD 1 ' j 5 G C INSTALL: vv Z Z FH 1-8" 45' BEND I a . COTT C O TT ,y O :F N 's .� INSTALL. N N 4+82.62 END LINE B OVR 1-8 22.5' BEND 2 6" 55 _t c Co J7 2 L G EP % oo SEWER CLEANOUT " 3,. �, , „ �. . `' INSTALL SANITARY �gP�\NG PR ` Zk ^ FL 282.83 y.ri o �; SEWER CLEANOUT , ap,5 pLP ENS, K. CST' , .K oX$ fj. 280.50 M i k o- t F�. 0+00.00 LINE A'`` CONST. 4 DIA. SSMH « SS EX � N �yd ON EXISTING 24" x4i -^ LL SANITARY FL 8"- 279. ' I STALL: �' cp, FL 6"= 279.36 ' 2-8' 45' BENDS "� r _"' I I A x r. . _: i° a ` OUT t 2� INSTALL 2.50 A , x WER N ' a:} , u� . C INSTALL: s 0 1- SANITARY SEWER CLEANOUT INSTALL SANITARY r' NO^ 2 1 2006 o s .. » G r ... y �.. +.. ` ,> 1-8" 45' BEND o `" Z SEWER CLEANOUT I _ + 151 LF OF 6 SS 0 4.547. ' FL 286.18 FL 282.89 f ua STATION EQUATION e STA. 12+00.00 (FWD) :'ti STA. 13+34.36 STA. 12+23.35 (BKWD)= INSTALL: ( INSTALL: 1-12"x6' TEE ' ' # 1-12" 45' BEND 1-12" GATE VALVE oa + o 1-FH W/ 33 LF. OF ` ,► � � woo LEAD L si j + STA. 12+02.45 a� INSTALL ` ' � { ' ' 1-1245 BEND N Q 000 - a s ram l 8 a i . a. c.:x.a. a .....- ...E :.:.... ._..,.. ... 4 ar� �1..t7 .x..y •.::, , uri ♦....: ,..w `<•Y,< bwax3 w_::,.:,,i, ,l,.v w:.. ,_ , i. - ^ F .,.t�_j L_..< Lx�v O :E(n V) O N I- :D 0 r O 2 co (n Q U �- V% Y Q 0000 QD a O D C i'1 Q) r O U z (n 0 0 U CU 0 i v 0- SHEET - 24 C c r C a LEGEND NOTE :. STA. 10+91.12 SANITARY SEWER 0 PROPOSED WATER METER Cower. moo' to MH SYSTEM NOTE In PROPOSED IRRIGATION METER �IWTw � yu� WATER SYSTEM NOTE EXISTING SAN. SWR. CONNECT TO le OR 8" AND ® WATER MAIN WITH 3" MANHOLE APPROVED THREADED o FH � EXISTING FIRE HYDRANT 6" SS PROPOSED SAN. SWR. SERVICE CONNECTION FOR PVC PIPE EX. 12" WATER EXISTING WATER MAIN C.O. O-- — SAN. SWR. CLEAN -OUT 2" WATER PROPOSED WATER LINE F L�X 9 1 " LASS 200 FIRE PROPOSED GATE VALVE M.E.P. MECHANICAL, ELECTRICAL, do PLUMBING SERVICE TO BUILDING (TYP.) r S 45'4546" E 941.83' INSTALL- 2-1/2" GATE VALVE 13+31.18 END LINE F SEE MEP PLANS FOR DOMESTIC FIRE SERVICE DETAIL FOR CAR WASH ON INTO ALL BUILDINGS FL 286.33 " NOT TO SCALE 6 INSTALL- S 4549 44 E 888.82 1-8"x6" TEE ,i,^ - � - dl le ��— ° 1-8" GATE VALVE { INSTALL: 1-STD. FH ASSEMBLY INSTALL• » OF 6" LEAD » a■ a00 Q n n FIRELINE TO HAVE A VALVE WITHIN PUBLIC EASEMENT AND BE OF 2-1/2" PVC FROM VALVE TO MAIN. 0 — toLo tM o c E (D �r- IM o v W� zz O W «• O a> o co a n co �/�♦♦� CD GRAPHIC SCALE 0 N cn C r c O 'E (D -a 40 20 40 so v 3 M > M E -- 0 ji M cc co co co to to V ( IN FEET) co n n v p 1 inch = 40 ft. o m j N � © � O O � W w Z M a> co 2" BLOW OFF I (nn o VALVE (TYP.) Lo r r 3/4 ft1IC {' M rn 00 2 1 /2" FIRE LINE 00 ' CLASS 200 P I ' M `� 1-8 45' BEND 21 LF. 1-8 45' BEND MIALL: » STA. 30+12.63 2" PVC � WI GA V � M � ,e 2 BLOW -OFF VALVE INSTALL: SERVICE N P 91 1-12"x 6" TEE MAIN I " 1-6"x3" REDUCER 3-3/4 METER ":�P�• •N•f �. ' 36 1-3" GATE VALVE " W/ BOX (TYP.) � '•�. INSTALL: ( s 3 PVC �� I 1 • S+ �y ' 17+0- 8" TER MAIN (PUBLIC) 1s+oo 1 + h 20+0o WTR. LINE "C" 21+00 8" WA AfN PUBLIC 22+00 c;`phq� sx » SERVICE I / ....» .......s* 1J TEE F 1-8*GATE VALVE . TO MEP MAIN 2 1 2" CLASS / „• •NN••NN. GAS EY W w 200 PVC=292.50 �K IN S. GASKEY• / mLL wL TI T 1-STD. FH ASSEMBLY PLANS FOR FDC r -0 69165 r 8+. r » ' a: tT 19 LF. OF 6 LEAD F LIS (TYP.) SERVICE �°o'.•'pF Si FOr i I w �I� J iv w �` �y AIN " " it FSS ••....«•••N�\�. _ � INSTALL• S n n n n ''- SIZE CONNECT To 12 OR 8 In _ - - U ■II1111 111111� 111111■ -. w., F NSTALI I- - p 'IIIIIIIIII_ ■IIIIII 111111■ ■IIIIII 11111 i . TT� v 2* BLOW -OFF VALVETT ■IIIiI� �IIIII■ �IIIII■ z BLOW -OFF VALVE INSTALL. r_4 GARDEN UNITS CONNECTION 2" BLOW -OFF VAI �Ikll I' lit DETAIL b ;MEMEL___vOT TO SCALE CONST. 4.0' DIA SSMH 1Q 1Q -8""REDUCER i N 9 REFER TO MEP INSTALL SANITARY i STALL SANITARY -6" REDUCER S R CLEANOUT _ -6"x3" REDUCER I PLANS FOR FD SEWER CLEANOUT _' 286.00 m r DETAILS. FL 287.50 3 3 INSTALL: -3" GATE VALVE a FF=291.00 8 FF=295.50 + I 1 2" 1 1/2" to 1-8"x6" TEE -12" GATE VAL % / 2 1-8" GATE VALVE ,f INSTALL, 1-8"x6" TEE 1-8" GATE VALVE 1-STD. FH ASSEMBLY 14 LF. OF 6" LEAD m FS X w Q r S = - 29 10+21.74 UNE F 4» CONST. 4.0' DIA SSMH SS INSTALL• 1-8" 45' BEND B °0 8+95.10 LINE F 4" CONST. 4.0' DIA SSMH ® C F L s+oo F ATE MAIN 10+00 s 00 INSTALL: N = N L- e , 1-8" 45' BEND ' 28 IN TALL• INSTALL: 10. 1- "x6" CROS 1-8"x 4" TEE 6"3" REDUCE 1-ex 3" REDUCER1-" GATE VALVE 1-8" GATE VALVE NSTALL• FF=294.5 E R TO MEP PLANS FOR FD I 1_ ' GATE VA 1-3" GATE VALVE 2" BLOW -OFF VALVE DETAILS (TYP.) 1_ TD. FH ASSEMB 72 LF. OF 6" LEAD t — r RAIL " 3" =m =N I 1+0 1 CIO mot,.■II■ �'- • • • LINE E CONST. 4.0' DIA SSMHI 1-ex 3* REDUCER INSTALL.© = / is 2* BLOW -OFF VA I-r GATE VALVE �- --_ _ --=' .. � "'. SIN ���` ;.,; • •� t i` - - '' ',� �.�..�.��s, FS X I INSTALL• » Q _ » 1-6 45' BEND m 1-8 x 4" TEE 1-FH W/ 114 LF. OF I 3 INSTALL 1-4"X 3" REDUCER 6w LEAD ` _ • FF= 29 0 1-8"x 4" EE 1-8" GATE VALVE >FS ff 1-4"x 3" DU 1-3" GATE VALVE ull Q 1-8" GA VAL I ® •• SERV - ' —WATER—MAIN 96.07 ""'*�I� wa■� ��� i� Emil TWO. .. 1-12*xB" TEE !�� 1�1:4� IF i�r•I� �i■ — �I!1:'� �� II■�� � - 1-12* GATE VALVE `. ; 1-8* GATE VALVE WIN �■ I ■�CONST. 4.0' • • • © • • _ice CONNECT TO 12" OR - WATER MAIN WITH 2" OR 2-1/2" APPROVED FF-290 50 THREADED SERVICE CONNECTION FOR PVC L ,x N� O 0 PIPE '�#1 N FF=290.506. %\ IA (�l8 4 SS + _ N - FLFL(_48 • 4' III L DOMESTIC WATER SERVICE DETAIL s8 7TFF=29o.5a FOR BUILDINGS c N TLT SCALE I•O FF=290.50 N •I 4 SS h\ O + _ • 7 STA. 25+23.84 1eq a INSTALL- E 1-12"x6" TEE ( 12" OR 8" WATER MAIN 1-12" GATE VALVE ® " Lw 19 LF. OF 7 6" LEAD/ S 2 1/2" FS INSTALL- a s �- in �F �'� � qf c CONNECT TO 12 OR 8 STA. 25+ O0 Y a N WATER MAIN WITH 2" 01 INSTALL: - - W wo SERVICE 1-12"x 8" TEE v TH EAD DPPROVED 1-8" GATE VALVE z COh NECTION F R PVC o N M PIP I STA. 24+92.07 S IN „�•�'« INSTALL S 1-12" 22.5' BEND3 4 METER AN BOX (TYP.) LINE E _ ■ �II �111� '� VAVAA�pA • �1�4 � � 4 • i M � v l � _ �IIIIIillll Iiilllllll■ ■IIIIIIIIII IIIlilllll■ ■Illitlllll Illtll I� � ♦ • i � / , �• ■11111111161� © ;/ �i � i � 0 BE WATER MAIN WITH 12"x4" l%uc s RAL Rn a I ED TEE AND 4"x3" REDUCE INSTA » 1-8 45 BEND m � �,k cb0+8° �� Y NGINEER) 4 OR 8 x4 TEE WITH x3 " REDUCER L- L -`-C o 3" GATE 9+00 INSTALL SANITARY SEWER CLEANOUT 5+96.41 5+00 w< VALVE 9+00 ►'`'� � � z W DC <L J L1 Q to 0 0 N 0 0 o U) <C U < � M Y j D Q 0 r­ 0 0 c: c: z U va) y o SHEET C- 25 -- -- -- _ 1 ___- l 3 iss _ _ — _ 1*00 Jill 00 L. STA. 0+73.98 INSTALL- �A 1-120 45' BEND LLA a STA. 3+86.39 INSTALL- STA. 0+19.25 1-12"x 6" TEE INSTALL- 1-6" GATE VALVE �u 1-12" 45* BEND ss ' J*1 STA. 0+00.00 INSTALL: /7 �i ss 1-20*xl 2" TAPPING STA. 3+74.87 STA. 8+19.16 s VALVE AND SLEEVE INSTALL- ; W/ 12- GATE VALVE 1-1 2*x6* TEE FH#1 INSTALL- ss 1-12*x6" TEE LiL 1-12" GATE VALVE .1-12* GATE VALVE ss 1 FH All W/ 47 LF. ss 1-rW W/ 47 LF. nir OF 6- LEAD O STA. 4+71.65 STA. 7+23.34 6" LEAD a �•.� 3 ;' "INSTALL- INSTALL: 1-12" 11.25* BEND ♦ 1-1 2"x 6" TEE 1-6* GATE VALVE 6+00 7+00 IV. WATER (PUBLIC) "+. 00 P 0HP oyp ONP J Ca STA. 5+90.11 CHP INSTALL- 1-12m 22.5* BEND 16, ONP INSTALL. 30 LF OF 1 0HP WATER SERVICE AND METER 13 d Coo 0hp QHP ti Oyp a C: Q;jp 0 01p Lo z7NP otil A C14 71 PA (100, F E E E E F- 0 1- -E:E Ato E- 00) �' - J;TM% LF OF 6* SS 0 7.9 X t Q- C 00 r- < to r- to Uj L .2 4) Co — 04 N 0 E r- r- (D E -C 0 as 6 6 Ld 0 C) X o M (D o m LL- >V —4) :3= > a alb co Co .;4'. ',d 0 >- r4 H#9,31 L! Co 0 C: 0 0 0 Car -w 4- > 3 Cz 00 T `C4 o Co Co Co Co Co C) C> CD 4-j <1 .71 471 'ZI 0 z 0 Ar3 9 Nao 4 INSTALL k! 1- SANITARY SEWER CLEANOUT :3 to 151 LF OF 6* SS04.547. 0 FL 286.18 Lo STATION EQUATION Fn 1110o x STA. 12+00.00 STA. 13+34.36 STA. 12+23.35 BKWD)= INSTALL- INSTALL- 12*x6* TEE 1-12* 45' BEND r 1-12* GATE VALVE o I-FH W1 33 LF. OF C) u- + STA. 12+02.45 6* LEAD INSTALL- .9 1-12* 45* BEND 67 4 o ................... KEVIN SCO . ............... ••KE 691............. + 6'EN . .... Ig21,. /O/VA L2 L EEj M L'i Lo L2 LL "LL"', Lit L�� i.r.5 Lt��' STA. 9+44.70 INSTALL: 1-12" 45* BEND STA. 9+29.83 INSTALL- 1-12* 45' BEND LEGEND STA. 10+1".12 — SANITARY SEWER ww- 4-w MA !!-N—] SYSTEM NOTE i- RWAM 5. I-rxr 7m k!ZEQATE VALVE WATER SYSTEM NOTE & EH EXISTING FIRE HYDRANT EX. 12" WATER EXISTING WATER MAIN 20 WATER PROPOSED WATER LINE PROPOSED GATE VALVE r 0 PROPOSED WATER METER PROPOSED IRRIGATION METER C�-- EXISTING SAN. SWR. AND MANHOLE 60 ss PROPOSED SAN. SWR. C.O. SAN. SWR. CLEAN -OUT M.E.P. MECHANICAL, ELECTRICAL. & PLUMBING + N 10 0 .% '%.. 000 d, CD 0 0 0 0 0 0 V) 0'0 0 0 z GRAPHIC SCALE C: 4-j 40 20 40 so 1 0 V) Q) 0 30 0-0, L- 0 -C: 0 0 0 L- a - iI rn-- IN FEET ) SHEET 1 inch = 40 ft. C-26A - - I Qn Q Q � N M L0Lo cn M to C N F� M ) Z Z W W W O �./� m m m t, U O x F0- U- f 300 _ 300 Z cci)+ x ui ° c O Q Q in to to cn '> m m .. ~ ++ !�e. ca w .w •o '� '� ^O '� n cn 295 0 Z Z j N 295 o I � co— o �` y ro 290 +°_Ln -dLo 290 'itV J Pvc 3~ — ® D1 C 99 d " 00 M f� O� 285 285 0 0 4f • 3 VA X i �••......... �P KEVIN SCO T G SKEY f — ' 28O �......6916......a. °'m��.�F ��G a �tr~ t IN is ~J' FIELD VU IFYI 275 D' v Z' 275 J C/� N CM O M to M O M to M O M O M O M N t�D M OMD OMD On N 000 ►M N � O j ao N 00 N O N coui N 00 N 00 N 00 N �1 I� N 1� N 00 N 00 N Oo N 00 N 00 N 00 N 00 N 00 N Oo N q M"'1 N co N 00 N co N 270 ----------- + U- � � t: 270 44+ w� 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 QO v o t W m O (n m o w mto u w m to O I 300 Q rev a a v j 300 s LU w � O jt Q w lw �l M • O O F- Z w p m 1 000 O COi °,n'� Q J co O I- O Or -Col F- a gt Q N om Fo o �cnLo Z M ..� Z �.. 295 295 Z _ �N �� r, �� �� _ _ w _ b �r t` r N N � if r `f 290 N N 290 285 �' 285 a 0 2 °• 1 PVC R14 1 C 9 9 0 .1 5` Q 280 -- »PIVO 280 7f Pvd I f I V�d � D 1 D 1 D 1 ' 12 - 219.21CD Z N O f� 1 0 0 275 — C 0 .5 1 275 0 �- o a. E ' I :n Q 7 m 7 m ill Y: � Q 00 (o O p0 N M ,. N e- O O N N co N p QOi 000 E a. n tOD t00 M O '.S O ^ ^ 4 n N N N N N N N N N N co N N N N co N N N N J -Cl z 270� ,. N; • N N N N e ' 270 �� U N !r S' L SHEET C-27 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 1295 1290 1285 1275 1265 22+00 2951 Sm mmmmmmmmmmmmmmmlmmm ME No SHOWN MR. MWEEMEN mmmffimmm�S pm ro ommommomommommomi ■■■■■■■■■■■■■■■ I ■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■���►f,.f»ii.i�����r�l�■■ - Nonommommommoom NONE ii�lili�l�■ ■®■■■■■■■I►��■■■■■■o'i%����■■■■■1■■■■■■■■■■f1■■■■■■■���■�.�"i'�■■!!1�■ ■■■■■■■■l��iiil■�`��;■■■■/■■■■■iil�iii•_!�!!■A■�■■■■ @A-490 NOMMMMMMMOMMIR.-G. m/,!a/esam■■■■■■■I■■■■■■■■■■■!■■■■■■■■■SER\' :So■■ ■■■■■■■C■E■3■oa■■%■■■■■■3"nommoo■■■■■ :. 11 1 D 1 09 ®0.70 275 270 P7 v O 00 v� v Qs v v o o p O p O O. Ot O� Cf Ot Os Cn d N O tD r t0 O 0 O 10 n n n n n n ao Do 0o co co ao 00 n n n n n n n n n n n €x N N N N N N N N N N N N N N N N N N N N N N N N N � � d Ee a � � � G2 d � C2 d � �; 265 23+00 24+00 25+00 26+00 27+00 28+00 29+0,, 30+00 31 +00 32+00 33+00 z o 0 W W m W m 290 290 f u o: b � N �Q N N w N Y Q in . O Q: 0: oO m M, N, N, sr M,�t I I I I I I I I )\ I I I N N Q 00 W O to 285 -- M O M z M z M z M 285 280 280 L 280.71 275 ' » 275 _g 9 • 5 27 s, ll ff 1 t j�]]"--I D 1 41 270 »pv c o 270 D 1 1 0 .0 25 F. N /8" THI K 0" IA. C O -/�TO SEA D ENS CC DI G i10 O t %r » f 265 265 C' . N Of f� sh N rn n Go d N N t0 CA pf •t M sh*I M M I td M C)O M N _riIn �t 00 eF 00 rn O �t M rn M d ao N N n d z, N n N n N n N n NNN n n n n .� n N n N n N n N co N so N co N n N n N n N n N n N N n N co N co N 260 I elIi ri Ii e >i li 260 I Fr I I El I I I F 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 to M to Lo V^ ��7 ro M }p (D 0) Z Z OX Z FN U- CO CU � -E S%t,00 cc M >n mU) X 0 otin M •� F .Fa�F +�KEVI N�S COTT. �A 'KEY !ENS"O;��k`` llt��iFSS10 M EN� W OH r7, Q Uo �www � Wv `ai N r r N � r � � o tD O N � O 0 � a m m Y Q O -O >; � z) (L O Z (n C) C) U C..) 0 CL SHEET C-28 ¢..� a 0 i c r S i 1305 1300 1290 285 L dw 285.14 280 top N 0. o / VVw 275 eh 000 M NO I- D N n 00 i� 00 f� N rn t� to n IC-4 w a O> n NO !- D N •Nd O 00 co O 00 0 O 00 f` r: CO 00 C4 F- N N 4 CO ._ ao w M coCq N NN j N 270 li li � li >i li >i I� i2 INSrAL4 10 0 L.F. 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SHEET C-31 1295 1290 1285 • 1275 1270 1265 1 +00 2+00 3+00 4+00 5+00 4*161K% WNW MR 2751275 millmZll M1■■■■■■■■QONQO!R 6+00 ml��5m� of 217 L.F. 1+00 4 n of to 2+00 a N00) Q Q PS r-) LOU) C M M 4N o c E �r" rnrn d 0 CL }� w c� i _ Co z Z w ,T Q x 3co t 0 U T tag ° Ln i a� , c > Q a �., CO L N a)U) +iof C C 0 C 0 0 0 v rn a, •w •F5 'cn (n cc CO � CD CD CD 0 V a � O N Z M a> M LO 285 LO � X 0 O N M Q, U- 4. 280 . r.KEVIN�SC T`-'ASKEY� .::....�.........' 69� 275 t1g CNAI v1 270 W � 0 � W 265 z �O W �N H Wv `C�- F--� a w w c� �s Q r O N O I O F— O n _ v) to W cn ) -.5, a m m 0 0 s) � � v U C U N L— .S: O L v) c) 0 c) 6 n SHEET C—32 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 HANDICAP PARKING SIGN, SEE DETAIL THIS SHEET (TYP.) 4" YELLOW TRAFFIC STRIPING 2.0' O.C. O 45• (TYP.) RAP SED CURB -11 SEE PAVING AND STRIPING PLAN a w 18'-0" TYP. �J nj `CONC. WHEEL STOP S-0" HANDICAPPED PARKING DETAILS 1-- 3" SEE TYPICAL PAVEMENT SECTION 1 /2.0 X 16" SMOOTH DOWEL BARS ® 48" O.C. GREASE SECOND POUR SIDE #4 BAR CONTINUOUS _\ ONE CUBIC FOOT PER LINEAR FOOT OF FREE DRAINING WASHED GRAVEL OR CRUSHED ROCK. io SCALE: NONE WARNING: PAVING SLOPES IN 1 4' SIDEWALK EXCESS OF TWO PERCENT (27.) IN E.J. GRADE ANY DIRECTION WILL BE CAUSE FOR REJECTION OF HC PARKING STALLS. BREAK CONTRACTOR TO VERIFY SPOT ELEVATIONS PRIOR TO PAVING AND TO ENSURE COMPLIANCE. ' N X v ' 1/4" GROOVE ' ® 2" O.C.** GRADE BREAK I E.J. FLUSH W/ PVMT. TYPE 2 RAMP ON -SITE HANDICAPPED RAMPS SCALE: NONE 1. TERMINATE 1/4" GROOVES 2" FROM CURB (EACH SIDE) TO FACILITATE DRAINAGE OF WATER FROM GF00%WIdl0ED 2. RAMPS SHALL BE SUP RESISTANT AND SHALL CONTRAST WITH ADJOINING SURFACES. 3. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE AND SHALL BE RIVER RED. 3. REFER TO LANDSCAPE PLANS FOR HANDICAP RAMPS LOCATION 9R 1: 12(M X) :1 (A) Q SH 3 /4' GROOVES PVMT. W 1/" -.Roov ES —.Roo o -0.. 6" #4 REBAR - CONTINUOS 6" 1 E.J.-� 2'-0" STD. 6" TAPER CURB CURB AND MOUNTABLE CURB TO WALK GUTTER SCALE: NONE TYPE 1 RAMP ON -SITE HANDICAPPED RAMPS REFERENCE GEOTECHNICAL SCALE: NONE 6" 1'-6" REPORT FOR PVMT. 1. TERMINATE 1/4" GROOVES 2" FROM CURB (EACH SIDE) 3000 PSI CWP&SUBGRADE #4 BARS ® ON TO FACILITATE DRAINAGE OF WATER FROM GROOVES. SLOPED EACH WAY 2. RAMPS SHALL BE SUP RESISTANT AND SHALL CONTRAST WITH ADJOINING SURFACES. da o 3. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE AND SHALL BE RIVER RED. 3/4" PVC PIPE 20' O.C. AND 4' EACH SIDE OF PAVEMENT CONSTRUCTION JOINTS AND EXPANSION JOINTS. CONCRETE CURB AND GUTTER DETAIL SCALE: NONE !!1OM • ALL TRAFFIC MARKINGS TO BE THERMOPLASTIC AS PER DIMENSIONS SHOWN. TRAFFIC ARROWS SCALE: NONE STEEL POST 188* 1" HOT POURED SEE E.J. DETAIL RUBBER JOINT MATERIAL rJ ROPOSED PAVEMENT FIN. GRADE EX. PVMT. COMPACTED SUBGRADE PER GEOTECHNICAL RECOMMENDATION CURB TERMINATION DETAIL 3" DIA. GALVANIZED POST --,,(STANDARD PIPE) (STANDARD PIPE) 6" PIPE BOLLARD PAINTED TRAFFIC YELLOW FILLED W/ CONCRETE 2-5/16" DIA. CADMIUM 04 3" DIA. GALVANIZED c> PLATED STEEL BOLTS `� I W/HEX NUTS I I a u M ir 3,500 P.S.I. •' CONCRETE 2-1/2" DIA. GALVANIZED N STEEL SLEEVE. (DOUBLE ,� _ 80: L._ N I EXTRA STRONG PIPE) LI'• ;III,,, :�.•. �. aZ M � BASE DETAIL IN LAWN BASE DETAIL OR LANDSCAPED AREAS IN PAVED AREAS SIGN BASE DETAILS SCALE: NONE SCALE: NONE #4 ® 12" O.C. IN - ADDITION TO CURB REINFORCING. CURB PER PLAN-\\ AND DETAIL 3" CLR.(TYP) 4.0' (3.0' FLUME) --_ CURB CUT FLUME DETAIL SCALE: NONE SCALE: NONE HANDICAP CURB RAMP WHITE THERMOPLASTIC ,)P-n" '30-n» NOTE: • ALL TRAFFIC MARKINGS TO BE THERMOPLASTIC AS PER DIMENSIONS SHOWN. STOP BAR DETAIL SCALE: NONE (HI BOLT SIGN TO POST (TYP.) , I— SIGN COLORS VAN SPACE 2" BLACK LETTER SIGN WHITE BACKGROUND (DELETE VAN 00 VAN a am SIGN AT STD. ACCESSIBLE >m HANDICAP STALLS) V-0" N zwi L_ � li•-il� ZQ 2"x2"x.188" STEEL TUBE EXTENDED INTO CONC. FILLED PIPE. I I PROVIDE WELDED WATERTIGHT CAP. tO iV w TRAWLED CONC. CROWN (( `� 01 PAINTED TRAFFIC YELLOW. I I Q N 6" DIA. STEEL PIPE u BOLLARD FILLED W/ CONC. PAINTED TRAFFIC YELLOW. PROP. PAVEMENT W/ SUBGRADE. ' #6- 14" LONG BARS EACH WAY THRU PIPE. \ co 1'-6" DIA. CONC. BASE 1'-g„ 2" DIA. NOTES: I. 1'-0"x1'-6"x.080" ALUM. HANDICAPPED PARKING SIGN. SIGN TO READ "RESERVED PARKING" W/ IDENTIFICATION SYMBOL, BOLT TO STEEL TUBE W/ 3/8" CADMIUM PLATED BOLTS, NUTS & WASHERS. 2• HANDICAPPED PARKING SIGN SHALL CONFORM WITH ALL CURRENT AND LOCAL CODES AND REGULATIONS. WHITE THERMOPLASTIC "HANDICAPPED PARKING" SIGN 2'-0" 8' 1 2'-0" SCALE: NONE HOT POURED RUBBER VERJOINT CAL AW-CUT SEALING COMPOUND 3/8� (MIN) TOP 1/4" NO SEALING COMPOUND FIRST POUR (SECOND POUR) N J/4 5 1/2" » r— /N/O3 LAP BARS 30 DIA. I 5 1/2 EKEYWAY 1'-8" 1'-8" BARS ON 18" 1-1 2" DEEPE / CENTERS BOTH WAYS 12' UNLESS NOTED OTHERWISE CONSTRUCTION JOINT DETAIL SCALE: NONE NOTE: ALL TRAFFIC MARKINGS TO BE THERMOPLASTIC AS PER DIMENSIONS SHOWN. HOT POURED RUBBER PAVEMENT MARKING DETAIL VERTICAL SAW -CUT 3/8" WIDE (MIN) JOINT SEALING COMPOUND 1/4" NO SCALE: NONE FTOP SEALING COMPOUND T4 - `-_' 18" NO. 6 SMOOTH DOWEL NO. 3 BARS ON 18" CNTRS. BOTH WAYS 12" DOWEL COATING HOT POURED RUBBER JOINT SEALING COMPOUND SAWED DUMMY JOINT DETAIL 2"MIN., TOP 1/4" NO I SCALE: NONE SEALING COMPOUND N T 4 _ 2"MIN. •- F- ,_ OWEL SLEEVE (CLOSED END) TO FIT - _ • DOWEL AND BE SECURED TO BE "'� ._ INSTALLED 1' C-C 1-1/4" MIN. CLEARANCE REDWOOD EXPANSION NO. 3 BARS ON JOINT FILLER 18" CENTERS BOTH WAYS NOTE: DOWELS AND REINFORCING BARS SHALL DOWELS SPACED 12"-BE SUPPORTED BY AN APPROVED DEVICE MAX CENTERS AT EACH JOINT EXPANSION JOINT SPACING OF 150' TRANSVERSE EXPANSION JOINT DETAIL SCALE: NONE TYP. SIGN DETAIL SCALE: NONE (SEE SIGN BASE DETAILS THIS SHEET) PLANS )ITIONAL SIGNS AS SPECIFIED EDGED 1/2 R t ylMAX. SLOPE 1/4"/FT. �I 3" �..I 3" I_ SECTION d N00) a00 MM SAND FILLED JOINTS ILo In I MECHANICALLY VIBRATED M V) UNTIL LEVEL, TRUE TO GRADE & FREE OF MOVEMENT M rnrn 2-3/4" VEHICULAR PAVER, Z PAVER TO MATCH COLOR AND L FINISH AS SPECIFIED BY ARCH. � /�� T•--� �® I� Lei SAND FILLED JOIN y co MECHANICALLY VIBRATED CONSTRUCTION #5 DOWEL COATED Cc UNTIL LEVEL, TRUE TO GRADE JOINT WITH EPDXY RESIN & FREE OF MOVEMENT DOWEL INTO PVMT 6*1- 6m�I AT 12" O.C. > v� a i cz Q v o COMPACTED SUBGRADE DOWEL BAR TO 95% STANDARD PROCTOR #3 REBAR ON 6" THICK 3500 PSI z 24" CENTERS CONCRETE PAVEMENT M BOTH WAYS I (n M a Lo >� m y BRICK PAVER DETAIL °' X v� SCALE: NONE o o v, , Ai rn U- 2.0' NO. 5 DOWEL BAR ✓ �`s'I'�$"�a VERTICAL SAW ,�� • �• • •��� CUT 3/8" (MIN.) HOT POURED RUBBER * ::, JOINT SEALING COMPOUND"" ' •.T ,ASKFY TOP 1/4" NO r KE .... SCO .............. SEALING COMPOUND6916, / e e l�d 5, CENrrS`` N Q - sv G°. :°'.4 T/4 .L Id e. °Q fig, S�t�fbA s �. °j I 4 ~A < PROPOSER v. v. 4 PAVEMENT . e ENT : °` a-.. • T=PAVEMENT THICKNESS #5 DOWEL COATED WITH EPDXY RESIN ^ NOTES: DOWEL INTO EXIST. PVM'T AT 12" O.C. w 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. o DRILLING BY HAND IS NOT ACCEPTABLE Z, Uo LONGITUDINAL BUTT JOINT W �� SCALE: NONE O PER MANUFACTURER FINISH CAP SLOPE MAY VARY r T 1 O \ FREE DRAINING AGGREGATE TO BE PLACED LEVEL W/BOTTOM OF FINISH CAP - COMPACT TO 909' SPD MODULAR BLOCK RETAINING WALL -REFER TO SITE - TENSAR GEOSYNTHETIC REINFORCEMENT PLAN FOR PLACEMENT OR APPROVED EQUAL ---GEOTECH FABRIC X 4*0 ADS PERFORATED DRAIN TILE (j W/FlLTER SOCK IM " ll\ j\\ j/�N jLF \-6* MINIMUM COMPACTED GRANULAR BASE, OR NON -REINFORCED CONCRETE - MUST BE SMOOTH AND LEVEL SECTION NOTE: 1. RETAINING WALL TO BE VERSALOCK'OR APPROVED EQUAL. OWNER TO APPROVE BLOCK MATERIAL AND COLOR PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO PROVIDE SEALED CONSTRUCTION DRAWINGS FROM THE MANUFACTURE FOR RETAINING WALL DESIGN TO OWNER AND OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION.�j� o C== 3. MANUFACTURER TO CONSULT OWNERS SOIL REPORT SPECIFIC TO THIS PROJECT. v Q MODULAR RETAINING WALL DETAIL o U SIDEWALK CONTROL JOINTS SHALL BE #4 SMOOTH DOWELS GROOVED 3/8" DEEP ON V CENTER ` 18" LONG, LUBRICATED NOV 2 12006 '-1/2" EXPANSION JOINTS SHALL BE SPACED AT 20' CONCRETE SHALL BE MIN. INTERVALS OR AS OTHERWISE SPECIFIED AND JOINTS 3,000 P.S.I. WITH NO. 3 BARS PLAN SHALL BE FILLED WITH PREMOLDED BITUMINOUS MATERIAL 24" O.C. EACH WAY CONCRETE SIDEWALK SCALE: NONE r O z N O O i- O n ^ IJ) 11 J Y Y Ch C 00 Q M CD Y- Q O ' 6 Z U 05 'o c 0 0 0p 0- SHEET C-33 00n Ln Ir MM to uh M co M N L� Z Z Qx ZCoH 305 305 _ !�e Co i 300 m w 300 II Q O II II II W II II r` I II i p W N co W i0 W W W W W W 4 M W W W W Q W N N i0 W N R = ^ M O O = =D= __=00 tMA =D p � - NS 11 - d N ++ MOm 295 0 a0 O O Q 295 LoM p� y -E O , N Z -F Z -1- N Z F Q N > -h O w v� + M Z W m ? -F M W m z -F M z -1 M w m -1 M z + ui -i �n ? + Z 1 n C9 -1 I� Z w to ! O Z U Z -E do W m -F O Z t+l 1 O w V1 3� o o� M rn LL. 290 1 290 ��9�t • • ram: . Ott, •po �'fC' .:.. 1; KEVIN•SCU I A KFY 285 C p �� P — 285`���;:.a��� l �' r ,o: 69165 ,•"� tt81 �•�'• t �eE NS�"�U��c °°°' F r 9 � • o ° I 84. 6 O ~ » 6 SS — 280 280 � L/) M 80.6 —F I- L 278.5�--� olo oar O 275 • � 275 � Z �o O N O N 00 N Q d co CD N C N N N co N M 0 o � R I II t Go � t � I R 11 11 RJRJ II I •- ii II ! I II O ��/ ` J� 4 LL. J ri � 4 ri � fell J I PA 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 r/ W WOo� ��QC � Wv � N 305 305 300 300 0 m I m WW m m m � Q QW Z CO t O� Z 3 M Z < Z to C9 Z R - _ I7 n f1 I Ll LI I i--� nn O n H = c0 !- 00 R 00 O o0 00 �' p M O Q O S M Q eF N r Z 295 m o Z - o VW) 6 Z - c > Z - t Z - Z - •- 295 n n n Iuu1 o a � Q ..�.. 290 290 of 285 R14, 285 I -- 1 w i SSSd FL 282 79 s 0 ; o FL 281.59 280 280 � o A E. ° O In 00 Q m m Y_ Q O � � p 275 "' 275 ai z Mif N •� N M N co o co U (n 0 N S_ +� O II i � tll � RII R I � 01 tli 0 SHEET 10+00 11 +00 12+00 13+00 14+00 C-34 --p , -P? AM W300 II I Al300 ICK W_ O N W _WOo WN Q WUX:3 II WImwo WW m d —ci F- O 00 � 'Q Q 1MO s .WpcVp O O ? iti d' O + O C9 Z — O ± > Z — Z — 'F �A 1- O W N + C9 -EW o 10 m 1• O <o Q > t0 to co Z N 295 290 u o _ ' 1 q. 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KEVIN SCOTT GASKE pp -o•, 69165 �- pd��O.�'• ICE N'61 �" �w l da FPS ..... • r,tiv w p� Ln � w H O Q UO wpo� � wv H� U Z p� t� W � J �oQ Q 0 0 o z 0 0 H 0 n _ v cn Q m m Q 0 0 -0 'cn o a7 -►� 0 (n 0 0 L7 c a - SHEET C -3 8 utuu i tuu utuu i tuu u+uu -I +UU U+UU 1 +UU 0+00 1 +00 a■ a 00) C.:) Q MM ._. U') L o vU �� Z Z Q W Z TOL v/ ham- li :3= ♦� � �vJ ��♦ Q W 3 Q N N > ■``'E' a ca CO M v Z o � N Z M t N I fJ M O jLO I- _' M m X 3~ 0 O ai rn UL • ...I...I.NII 1. .N NKEVIN S. GAS / .....................11..... NI / -oi 69165 /AL E NG■`'� �� cio 0 o0 z 0 Wr- V) ::D� Q m m Y¢ o 51 z 0) � .0 -2 p p +� 0 U N L. v L (n c) o C) C) a - SHEET C-39 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 SECTION A -A ES loops, O.C. 3" CLEARANCE MININMUM PIER DIAMETER VERTICAL STEEL 45 BARS 16118 24" 12 26" 14 30" 16 42" 24 PLAN 4" WIDE X 3/8'' THICK STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REQ'D. PER PIER) DUCTILE IRON PIPE WRAP WITH ONE 1" x 18'' GALVANIZED STEEL LAYER OF TAR PAPER TO PREVENT BONDING ,,,. ANCHOR VERTICAL BOLT SECURED TO REINFORCING STEEL c� o- 0 0 w w O t w <ry� LLJ z x O w U 0 -v ft_7172 v D � n C> 1 ,r 7 r y, .- , IWA VERTICAL STEEL AS PER TABLE #2 HOOPS, 12'' O.C. POUR CONC. AGAINST UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER mm 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 ° v �f---- STANDARD TEE 5" MIN. 24 MIN. _ -- -- (�`24 _MIN. Yes. VARIES CEMENT STABILIZED it SAND AS SHOWN. STANDARD TEE--� 4" i- - •• _I + VARIES A VARIES , -- ° 3 q o 900 BEND -- _ vARIEs -- 900 BEND 6 MIN. BASE .. .. SEE ., NOTE FOUNDATION *4 BARS, 8" O.C.E.W. -- DEPTHS J GREATER THAN 12 FEET WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE STANDARD D"rOP NOTE: CAP CLEAN -OUT AT BLIND FLANGE ON RESTRAINED JOINT FOR FORCE MAINS. .D. 411 PHERAL \RTER" HOLES NOTE 1.) OPENING CREATION DETAIL TE � WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) MANHOLE #3 REBAR (14'' EMBEDDEC EPDXYED INTO MAI` WALL 3". (SEE NC PIPE O.D. PLUS 18" NOTES: 1. A MAX. OF 4 AND A MIN. IOF 2 THROAT RINGS 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED SHALL BE USED AT EACH MANHOLE IN NEW FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE OR EXISTING RIGHT-OF-WAY. THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND SHALL BE USED, 2. USE ADEKA SEALANT OR , APPROVED EQUAL .COVER VENTED WHERE REQUIRED. BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION. 7. WARNING SIGN ONLY TO BE PLACED WHERE II SEWER CROSSES OPEN FIELDS. 3. MANHOLE BASE THICKNESS AND FOUNDATION T ni I AS FOLLOWS DOWN G-r LIDS —S'' BE WATER �BQ, MANHOLE DEPTH (FT.) BASE THICKNESS USED IN STREETS . 0 - 12--------------------- 811 12 AND OVER --------- I---------- 12" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT SEE NOTE 7. PAVEMENT ------ 98/. STANDARD PROCTOR -ASTM D 698 LANDSCAPE AREA -------- 90 / STANDARD PROCTOR - ASTM D 698 ROLNO PIPELINE r 5. NO RINGS ARE REQUIREDI OUTSIDE OF SEWER SIGN YOFBRYNJE EXCAYAPNO STREET RIGHT-OF-WAY MANHOOLE MANHOLE SIGN (SEE DETAIL S3-05) 6'-0" DUCTILE STD. SAST IRON MANHOLE COVER 3' MIN. AND FRAME (30'' DIA. OPENING) OR EQUAL ,.... , 12" MAX. SEE NOTE 1. h 2-011 PRECAST REINFORCED v 2'-6" J CONC. MANHOLE SECT.Lj ASTM DES. C-478 \` 8' GREEN, HEAVY DUTY, BACK FILL AROUND IMH SHALL WING CHANNEL POST BE AS PER NOTE 4. VARIES ' D j 5" MIN. (SEE TABLE) RUBBER -GASKET JOINTS MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT >18in. <30in. 6 FT >36in. W/ MORTAR SEALANT INSIDE AT ALL JOINTS nil I MAX .�. PLUG m 6 MIN. D 11 D I b i� j Tiv " G C: BASE . WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (i2 REQ'D) *INVERT = 3/4 DIAMETER OF PIPE UP TO 24". 24'' AND LARGER SHALL BE FULL DEPTH INVERTS. I SJAN REMOVE INVERT AS REQUIRED AND NEW INVERT FOR NEW I _INE. NEW INVERT SHALL SAVE SMOOTH TRANSITION NTO EXITING INVERT. REWORK XISTING INVERT AS REQUIRED. NON -SHRINK GROUT NKO-FLEX PREFORMED ASTIC ADHESIVE ,,TERSTOP, OR APPROVED UAL. (SEE NOTE 3.) �TERSTOP - PIPECONX ,NHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) CONNECTION DETAIL SECTION VIEW MANHOLE CONNECTION DETAIL �•J STANDARD MANHOLE.TIE-IN M/ #4 BARS BENT @ 900 AND TIED TO WALL AND BASE. #4 BARS, 8" O.C.E.W. NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. S1m02 NOTES: 1. 1 DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 4. CONCRETE SHALL BE 311000 P.S.I. I DIAMETER 1 -0IVARIES 2" CLR. NON -SHRINK (TYP.) GROUT NEW INVERT PIPE O.D. PLUS 1711 o ------- •o WATER STOP -PIPECONX �NHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) (' } CONNECTION DETAIL SECTION VIEW S1m03 0 R w a 0 � W W � CD con O � CITY OF BRYAN The Good Life, Texas Style.' DRAWN BY: C.L.M. DATE: 01-01-06 SCALE: N T S APPROVED: W.P.K. FIGURE: all SHEET 1 OF 4 NOTE: 4" PVC EXTENSION z W/PVC CAP � 1. WHERE DOUBLE WYE SERVICE (SEE NOTE 3) w ELEVATION IS LESS THAN 2'-7" Q BELOW PROPOSED BACK OF LiCURB, MIN. SLAB ELEV. MUST PVC DOUBLE WYE 2.0' w BE SET TO ALLOW SANITARY WITH PVC CAP o SEWER SERVICE. (SEE NOTE 3) w w 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE SCH 40 BELL END PIPE W/ GLUED JOINTS. 4. NO COUPLINGS WILL BE ALLOWED UNDER PAVEMENT AREAS. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. n z / I LLJ o 0J z o O SEE NOTE 5 R-O-W OR EDGE OF EASEMENT VARIES i y y MAX. OR AS DESIGNED 3.5'44N-.(SEE NOTE 1.) -� PVC (SEE NOTE 3) (MIN. 1/ SLOPE) STD.450 BEND STACK VARIES IN HEIGHT 4" SDR SPIGOT x 4" DWV GASKET ADAPTER TEE WYE SERVICE — FITTING (SEWER TEE) 4" SDR SPIGOT x 4" DWV GASKET ADAPTER STD.45° BEND 2.( SEEIVV I L DEEP CONNECTION PROFILE R-O-W OR EDGE OF EASEMENT VARIES 71, MAX. OR AS DESIGNE 3.5'-f ft.(SEE NOTE 1.) PVC (SEE NOTE 3) (MIN. 1/ SLOPE) 2.0 SEE NOTE 5 TEE WYE SERVICE FITTING (SEWER TEE) STANDARD CONNECTION PROFILE a-a's MrIC 11 4,4 L I CEIv SA r WAW wtwj METER BOX OR STANDARD CLEAN -OUT BOOT 1.0"UT FOR MAIN LINE A� SELECT NATIVE 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 MINIMUM OF 90/. OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4/ OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98/. OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4/ OF OPTIMUM UNDER . NEW STREET AND PAVEMENT AREAS. ® GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 3/4'' SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. - IE�NB; © CEMENT STABILIZED SAND 11-1113 se FOR DI PIPE & PVC PIPE 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 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. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. �G ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. STRUCTURAL BACKFILL AREA INCLUDES 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 S2-02) OR EXCAVATED SOIL COMPACTED B/C G�- TO 98/ MAXIMUM DRY DENSITY AS PER ASTM D698=------ --- WITHIN OPTIMUM TO +4/ WET OF OPTIMUM (OPTION NO. 1IN S2-02) �R ORIGINAL GROUND IN FUTURE STREET AREA V 2' : f 5' PAVEMENT AREAS Z - -2- SIDEWALK, 5 ®SELECT MATERIAL SELECT MATERIAL CEMENT STABILIZED SAND 611-12"-:. ... ° '• © (MANUALLY 6"-121 © (MANUALLY CONSOLIDATE , ' AT OPTIMUM % CONSOLIDATE • MOISTURE) AT OPTIMUM 4" ,8. 'v MOISTURE) 4" PIPE UNDISTURBED SOIL VD. PIPE UNDISTURBED SOIL PLACE METAL DETECTOR O.D. MIN./12" MAX. TAPE AT 12"-18" DEPTH. 6" MIN./12" MAX. OPTION NO, Y DIR-EG:FL-Y- OVER -TOP OF E OPTION. 2 NOTES: 1. FOR BEDDING AND TRENCHING WI THIN AL L PA VED AREAS E 4 & T'A `G & TREE T� SEE DE TAIL S FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. SEDIMENT . RELATIVE GGMPAGTIGN SHALL BE TESTED IN THE- PRESENGE GF THE GIT4 ENGINEER 6. . 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. 8. SEE "OPEN CUT DETAILS'' ST4-00, ST4-01, & ST4-02. S2=02 z 0 w a con W con W � �7 W W � O coon coon a 0 u pw 0 U CITY OF BRYAN The Good Life, Texas Style.' DRAWN BY: C.L.M. DATE: 01-01-06 SCALE: N T S APPROVED: W.P.K. FIGURE: a 2):3 SHEET 2 OF 4 ►il a-mm 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 SCH 40 BELL END PIPE W/ GLUED JOINTS. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE 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. SIDEWALK 3.5' MAX. OR AS DESIGNED (SEE NOTE 1.) 2' PVC -/ (SEE NOTE 3) STD. 45° PVC BEND CONC.CURB & GUTTER WATER LINE (MIN. 4' BURY) 2' DESIRABLE 4" PVC EXTENSION W/PVC CAP (SEE NOTE 3) PVC DOUBLE WYE— WITH PVC CAP (SEE NOTE 3) PLAN (TYPICAL) SEE NOTE 5 -SIDEWALK 3.5' MAX. OR AS DESIGNED (SEE NOTE 1.) PVC (SEE NOTE 3) 4" SDR SPIGOT x 4" DWV GASKET ADAPTER SCH 40 BELL END PIPE W/ GLUED JOINTS @1.0X MIN. STD. PVC COUPLING . PROFILE 02 STIRRUP, 24" O.C. 211 #4 BARS 6T_ c CONCRETE ENCASEMENT S3-03 `—TEE WYE SERVICE FITTING (SEWER TEE) SEWER LINE NOTES - 1. FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE BLACK SEWER LINE CROSSES OPEN FIELDS TEXT � RUCTED W AR Nj N G 2 FROM 20 GA. STEEL T BAKED ON 10" ENAMEL FINISH. FURNISH ONE UNDERGROUND SEWER ONE SIGN AND ONE POST CONTACT THE CITY FOR EACH MANHOLE INSTALLED BEFORE EXCAVATING ACROSS OPEN FIELD AND AT OTHER YELLOW LOCATIONS AS SHOWN ON PLANS. BACKGROUND JFURNISH SAME NUMBER OF 14" REPLACEMENT SIGNS AS FOR EACH INSTALLED (OMITTING MANHOLE MANHOLE NUMBER ON MANHOLE SIGN) 711 N O (NOT A SEPARATE PAY ITEM) 2" BLACK PRESSURE SENSITIVE NUMBERS I TO BE ADDED AFTER WHITE 10"—� BASIC SIGN HAS BEEN BACKGROUND. PAINTED. SEWER WARNING AND .-ANHOLE IDENTIFICATION SIGN 0� ry SUBGRADE MACHINE BORING MAIN TRACK 4_61, MIN. UNNELING IN EMBANKMENT OPEN CUT LIMIT 2'-0" MIN. 3'-0" MIN. DITCH '0 0" MIN. STE CASINGS CARRIER PIPE) MACHINE BORING (TUNNELING IN CUT, 2'-0" MIN. S3= OPEN CUT LIMIT `- SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING—` / THE ENGINEER 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 MACHINE BORING (TUNNELING) WIDTH OF PAVEMENT STREET CROSSING SHOULDER VARIES 51-011 MIN. MACHINE BORING (TUNNELING) WIDTH OF PAVEMENT 3'-0" BELOW DITCH FLOW LINE. SHOULDER VARIES 5'-0" MIN. N-11MIll1 NOTE STEEL CASING CARRIER PIPE -/, 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. j- Y PICAL RURAL STREE"I" CROSSING 0 W a 0 coon a 0 CITY OF BRYAN The Good Life, Texas Styk.'X DRAWN BY: C.L.k DATE: 01-01-06 SCALE- N T S APPROVED: W.P.K. FIGURE: .03 SHEET 3 OF 4 1 3/4'' LETTERING (RECESSED) (4) CORED HOLES ON CITY OF BRYAN OR COMPOSITE COVER 3/4" LETTERING 29 3/8'' (746mm) CITY OF COLLEGE STATION (LETTERED COVER) (RECESSED) BOLT CIRCLE 1" C25mm] DIA IA LETTERING HANDLING HOLE �C845m l 2" LETTERING LETTERING STYLE 1" C25mm] DIA , SABDM N081.SV Nd�21Df ,.sd3 BOOKMAN OLD STYLE HANDLING HOLE 32-3/16" DIA 2" C51mm] LETTERING C818mm] °y� R D� °aa� ,9R o�. LETTERING STYLE: �� o (38mm) t �� _ ►T, 1 9 / 16 BOOKMAN ' (2) CLOSED a 1 ��aoa°� .; S OLD STYLE 1/4 [6mm] DIA C40mm] y� NEOPRENE GASKET 4-1/2" PICKHOLES EAST JORDAN IRON WORKS d (2) PICKBAR S �� y�� (2) PICKBARS C114mm] \ „ � MADE IN USA � � � 7 / 16 � C11mm] V] z 0 0 0 0 23-9/16" SANITARY SEWER oO (598mm) 2�� 211 C51MM] C51MMI _ 30" DIA 5/16" C65mm] 33[ 15/ 6m DIA CBmm] o a 1" (2 5 m m) DIA HANDLING � � CITY OF BRYAN tll � ,�'� C862mm] o �� HOLE � Gya� m �� (38mm) cS--- — 'g- _ — 401035mmD]A T� 5� R y �Q o `92ee�9 9j'-9 FRAME SECTION MOE LN MA (8) 1/2-13 X 1 3/4 SS HEX / 0/DAY/YR 2" C51mm] LETTERING �'� 2zjpr �'; zHiPr e 2 C51mm] LETTERING LETTERING STYLE: PLAN VIEW LIFT HANDLE HD. BOLTS W/ ZINC & RUBBER LETTERING STYLE: BOOKMAN OLD STYLE WASHERS EQUALLY SPACED BOOKMAN OLD STYLE 1 1/2" RAISED ETTERS 90 APART ON A 23-9/16" DRILL & TAP OR 1/2"-13 (RECESSED LUSH) (598mm) DIA BOLT CIRCLE. BOLTS ON ILL DIMPLES MACHINED SURFACE PROVIDED. YP (4) PLACES 3-13/16" —� PLAN VIEW -- 32" DIA C96mm] C813 mm] 5/8'1 1 ( C 16 m m ] 2-7/16" C38 mm] 33-1/4" DIA. (84 m) C62mm] 17/8" ¢ _ 32-3/16'' DIA. = 1-9/16" e ( 18mm) (40mm) C22mm] V-1432-3 2-7/8" 4143DI C73 mm] R 1-3/4 ' 1" DIA X 4" LG 175LOS. CR44mm] H.R.S. ROD 1/4"(6m ) DIA NEOPRE E GASKET 7/16" COVER SECTION PICKBAR DETAIL � o 4- 1/2" (11mm) (114mm) -9/16" 30" DIA. (6 mm) (762mm) 33-15/16" DIA. BOTTOM VIEW STANDARD MANHOLE Coe-") � 40 8624" DIA. �>RING (1035mm) OF COVER AND COVER BOTTOM S OV 1 'DUCTILE IRON 1432-' S4_02in w 1-5/8" DIA - ia•- (41mm) (810 mm) 26-1/4 Dia. 30-3/4" 3/4" 13/16 3-13/16 38'' DIA C965mm E81mm]DIA. C20mm] 196mm] _ 1/4" (6mm) DIA ID OF GROOVE C20mm] �` 32C819m DIA NEOPRENE GASKET C� f 3/4 DIA t667 mm) 1-1/2" 1-1/2" 8/8" DIA 250'' „ 1-1/2 C6mm] 180 l � 30" DIA 4" CSmm] C38mm] (19mm) (38mm) (16mm) (38mm) 1/2" ! 2-7/8" C762mm] C102mm] C13mm] 7/8 C73mm] � IlkBOLT HOLE SECTION C2 2mm] '1" (25rnm) DIA 1/4"(6mm) DIA 9/16" BOLT HOLE DETAIL N OPRENE GASKET (14mm) 1-3/4" I- _ �' CR44mm] �X 5 1/2'' [140mm] f 32 C821m ] 1-1/2d LG STEEL ROD C38mm] 24" Pic. _ MACHINE GROOVE 1 33 1 /16 g1A GASKET GROOVE FOR C�21mm � . _ I (610 mm) 1(41 8 DETAIL C 0'' DIA1-1/2'' PICKBAR DETAIL 1 E' E6mm GASKET' 8 c 3 8 m m ] )DIA f 16 8) INNER VER SECTION F C 6/ ] ' FRAME SECTION 0 I 1� MACHINED SURFACE H 1/2"-13 X 1 3/4" S.S. HEX BOLTS W/ ZINC � _ 2 7/8 & RUBBER WASHERS 2" C51mm] LETTERING C73mm] COVER SECTION LETTERING STYLE (TYP 4 PLACES) 3/4" DIA (19mm) 2-1/4 I� Bookman Old Style 2 C51mm] LETTERING 04 O 7/16" (11mm) (157mm> i RECESSED FLUSHED u MOLDED CB RED BOLT HOLE 1- 3 / 8 (35mm) (4) 5/8"-11 NC X 2" LG = (4) 5/8"-11 NC X 2" LG w 0 FRAME IS D ILLED AND TAPPED s ® ,,'( Ix' HEX SS CAP SCREWS ® �C�E IS HEX SS CAP SCREWS -� & NARROW ZINC PLT. & �j?, 1 RUBBER WASHERS y� & NARROW ZINC PLT. & o 0 RUBBER WASHERS � .1 (25mm) 0 2" 0 211 (4) CORED HOLES 0 26" DIA. _ 11 �� 1 7/16 29-3/8 (746m ) (660mm) (37mm) INNER VER BOLT CIR LE = C51mm] C51mm] 4 4 „ C102mm] C102mm] i i V-2432-3 oI PICKHOLE TAIL fi: 1 42432037 L_I 175 LBS. LJ MY OF BRYAN ° (1) 7 / 8" (2 2 m m) � � � COVER SECTION DIA HANDLING HOLE '� MO,DAY,YR X �-� �' 7/8'' . EN104022 H-20 . -- (1) (22mm) ® �'" ® ® ��'AR=Y �S� ® DIA HANDLING HOLE LOAD o 0 MOLD DATE (MO/DAY/YR) 2" [51mm] LETTERING PICKBARPL(2)PLACES CITY OF BRYAN ( S 2" C51mm] LETTERING RECESSED FLUSH The Good Lie,TexasS le."' f �Y NDJAR13', MANHOLE Rj'w-N(`--X AND ("A 0 v h LETTERING STYLE Bookman old Style PLAN VIEW BOTTOM VIEW DRAWN BY C.L.M. DATE: 01-01-06 wi 1,1B.Lr�,ULAS"NS LID SCALE: N T S WATER TRING AND COVER APPROVED W.P,.K. FIGURE: a WHEN MANHOLE IS>3-ABOVEGR0UND 4- ' DUCTILE IRON V-2432-3S4n'03 SHEET 4 OF 4 NOTE: 1. VALVE EXTENSION TO BE USED r General Notes STANDARD FIRE HYDRANT ONLY WHEN TOP OF GATE VALVE (n----24" X 24" X 6" DEEPER THAN 5 FEET FROM (1) Finely divided earth free of rock, lumps and clods exceeding -6 �� 11Z5_ 28-DAY CONCRETE FINISHED GRADE. shall be placed by hand, and compacted around the cast iron pipe GATE VALVE I' STRENGTH - 2000 psi to a depth of 12 over the top of the pipe before back fill is begun W/VALVE BOX Ip D I WTIH #4 BAR AROUND 2. ALL VALVE OPERATING NUT by any mechanical equipment. EXTENSIONS ARE TO BE MADE I' ALL VALVE BOX. OF STEEL, SIZED AS NOTED, WATER LINE (2) All concrete blocking shall be - 28 day concrete strength = 2000psi. + AND PAINTED WITH TWO (2) (3) All thrust blocking shallprovide a minimum of 2 square feet of g p q AS REQUIRED COATS OF METAL PAINT. bearing area of concrete on undisturbed soil, or as directed by the s 3. EXTENSIONS SHALL BE A MINIMUM VIEWA - A OF ONE (1) FOOT LONG. engineer. (4) Water mains will not be fully pressurized until concrete has TEE OR TAPPING SLEEVE z o 1-4 Cn reached 7 daystrength. g & VALVE AS REQUIRED w (5) All pipe will be laid so as the entire barrel will have full � 1' MIN.AS .� bearing on the fine graded trench bottom. Bell holes shall be cut for each bell and fire hydrant. REQUIRED (6) All fittings shall be mechanical joints unless otherwise directed. VALVE BOX PER SPECS. W ANCHOR 90" BEND 6 A GATE VALVE LiA `., W/VALVE BOX z DRILL 3/8" DIA. -- .:;'', HOLE FOR TRACER STANDARD FIRE HYDRANT Q WIRE, INSURE THERE ARE NO SHARP EDGES 2'' SQUARE AWWA NUT LEAVE 8"-10" TAIL EXTENSION WITH I 24" X 24" X 6" �- 0 PIECE INSIDE VALVE CENTERING COLLAR. BOX TERMINATE 4' TO 5' I I 28-DAY CONCRETE HYDRA'N"T 1 FIRE LOCATION � STRENGTH- 2000 si c�con p 14 ga. INSULATED ---------- - - FROM TOP O F BOX. ' � # I WTIH 4 BAR AROUND COPPER TRACER STD. GATE VALVE ) _ I4 ALL VALVE BOX. REALIGN AS NEEDED �� WIRE W/STAINLESS _ _ _ _ ,� �♦ [.—.� STEEL BOLTS -�' VIEW A -A PVC OR D.I. PIPE ' STANDARD FIRE HYDRANT BLOCK AS DIRECTED. VALVE BOX PER SPECS. I O ° MIN. DIMENSION APPROX. 2" SQUARE AWWA NUT I �� EQUAL TO ONE BAG OF SACKRETE EXTENSION WITH A I TRACER WIRE, CUT TO A I TOP OF HYDRANT AND FINISHED GRADE CENTERING COLLAR. TERMINATE 4' TO 5' I WOUND AROUND BASE GAT VAL"'vry,. FROM TOP OF BOX. I Q ; WI-00con BURY LINE AS REQ D VARIES i Z -- 2" SQUARE x 2" HIGH ' OPERATING NUT / 00 6" STD. 6" D.I. OR C909 PIPE ' GATE VALVE '' 6 MJ ANCHOR 0 ,w _�•$ --14 WITH SS BOLT i ` go. INSULATED COUPLING i COPPER TRACER ,901, WIRE CONCRETE PEA GRAVEL - FILL >4 � VALVE OPERATING NUT- \� BLOCKING i .. TO 1 FT. ABOVE �3 EXTENSION 5" DIA x 1/8'' MIN ! WEEP HOLE THICKNESS STEEL 31 PLATE w/ 90° CUT-OUT � � � _ �� THRUST BLOCK ! _---------- 1'' DIA STEEL ROD TEE OR TAPPING SQUARE SOCKET ---�„ ' SLEEVE & VALVE MECHANICAL JOINTS BLOCK USING 12"x12"x4" ' PRECAST CONCRETE g 2" DIA INSIDE" - '�, AS REQUIRED WITH SET SCREW BLOCK s" "---TWO 3/8" SET SCREWS ON 21/4" DEPTH RETAINER GLANDS CITY OF BRYAN (1/8" MIN WALL EITHER SIDE TO LOCK THE OPERATING NUT OR MEGA LUGS 6" X 12'' GRADELOK The Good Life,Texa�style."` THICKNESS) W/M.J. SPLIT GLANDS DRAWN BY C.L.M. BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) DATE: 01-01-06 OPTIONAL SCALE: N T S APPROVED: W.P.K. r_J '"10N TAB DA FIRE HYDRANTASSEMBLY FIGURE SHEET 1 OF 4 NOTE USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE AND PLUG SCHEDULE ID (in) THRUST (tons) C (ft) A (ft) VOLUME (c. .) 4,6,8 5.1 1.5 2.5 0.3 10,12 11.3 1.5 3.5 0.6 C C 11-011 W 11-011 w �;.. Q Q O0 oCY 0 0 -THRUST Q Wcn o o THRUSTi :' (n t.: Q w O - Q� O - (n\ mo mo m m POUR AGAINST POUR AGAINST UNDISTURBED EARTH UNDISTURBED EARTH TEE THRUST BLOCK PLUG THRUST BLOCK NOTES: 1. 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 DOUBLE SERVICE. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 3. MARK EACH SERVICE END WITH METAL "T" POST PAINTED BLUE. 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. ''nr,ir' r'i inn 0GUTTER VIEW A -A DOUBLE SERVICE w z 0 4'MIN .------------- ----- • z 0 w x 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 A q1 PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 2' MIN.-3' MAX. _ 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF BALL VALVE - PAD 2' MIN. CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. WITH PLUG 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE (2 FOR DOUBLE SERV.) O BLOCKING HAS REACHED 1500psi. �---� E-, THRUST BLOCK D APPROVED SERVICE SADDLES 4' MIN. FOR DUCTILE AND PVC. OR POUR CONCRETE AGAINST CONCRETE SHALL NOT TAPPED TEE UNDISTURBED EARTH EXTEND BEYOND JOINTS CORP STOP 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE TRENCH WATER (1 FOR DOUBLE SERV.) �--� •°.. • ' :_ / PIPE 1 TYPE K COPPER TUBING (SINGLE SERVICE) � d •' •°' •" ••• �•• / 1-1/2'' TYPE K COPPER TUBING (DOUBLE SERVICE) old . ••• • • • d •d••• l (SEE NOTE 1) �; :a m , °•.•': •• • WATER LINE .. • a' y ' r , WATER 4 a •� Via• :a: •.Qd • ° • � ' CROSSING ..°.q:d.a Q a 2-01 •.d • •a L •.. •• ^ • ' .. . • .Q d�11 • :d •. •• ..; ,o ' s.. • • PIPE � • •° • • 0 JOINT • 4-1 r; • . •°�'. •P••• a.I T •1.•4 �••., day• \ 11 �rw I 1KINIC-0 OUTER DIA. SECTION X-X POUR CONCRETE AGAINST UNDISTURBED EARTH PLAN VIEW HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE A (ft) B (ft) C (ft) E (ft) G (ft) VOLUME (c. .) 900 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 450 6,811 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 6,8" 1.5 1.5 1.5 0.9 0.8 1 0.1 22.50 10,12" 2.0 2.5 1.5 1.2 1.1 0.3 6, 1 1.0 1.5 1.5 0.9 0.4 0.1 11.250 10,12" 1.5 1.5 1.5 1.2 0.6 0.1 TYPICAL HORIZONTAL. THRUST BLOCK W2-00 CITY OF BRYAN The Good Life, Texas Style.' DRAWN BY: C.L.M. DATE: 01-01-06 SCALE: N T S APPROVED: W.P.K. FIGURE G� SHEET 2 0F 4 SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL_ BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. APPROVED 3" OR LARGER COMPOUND METERS, VAULTS & MATERIALS APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PARK DMC-BR PRE -CAST CONCRETE VAULT WITH ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. WATL_I. IVi! SERVICE CONNECTION AND VALVE CONCRETE VAULT VAULT FLOOR (6" LIP) ETAT M11 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" =1" AIR RELEASE/VACUUM SHALL INCLUDE ALL MATERIALS, AS SHOWN IN 13REAKER VALVE DETAIL INCLUDING MAIN;. LINE TAPPING SADDLE. VALMATIC MODEL 101 (111 ) / f OR MODEL 102 (2") OR �... y. 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL THE ENGINEER HOT -BOX POLY ROX MODEL PHRI (11 WITH HEAT OR MODEL PHR2 (211 ) WITH HEAT OR APPROVED EQUALDa Da 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE)- 4" X 5' X 3' CONCRET PAD (FOR 2" PIPE) 1—' IRON PIPE THREAD COMPRESSION FITTING — AND 4—' BALL GATE VALVE —V BRASS ELL (TYP.)- TYPE "K" COPPER TUBING " TAPPING SADDLE W/ CORPORATION STOP. BLACK TEXT —� WARNING 10" UNDERGROUND PIPELINE CONTACT THE CITY BEFORE EXCAVATING YELLOW BACKGROUND WHITE BACKGROUND. 14" VALVE 7 N0. 7 L J 1- =10 � N GIY C+'IArhYA\ Cff'�v¢. f CAVAT.w 4' — 0 1 1 Vtl_VE. ha. 11 f 41-011 AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL NOTE: COMPACTION WITHIN LIMITS OF ASSEMBLY SHALL BE 95/. STANDARD DENSITY PER ASTM D698 AIR RELEASE VALVE & VACUUM CHECK VALVE W3=02 NOTES: 1. FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SIGN POSTS. 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON ENAMEL FINISH. FURNISH ONE WARNING AND ONE VALVE SIGN AND ONE POST FOR EACH VALVE INSTALLED AND AT OTHER LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH :r INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN BLANK) (NOT A SEPARATE PAY ITEM) PIPELINE WARNING SIGN MAIN LINE z 0 M. J. TEE cn v OR CROSS w a 3'X 3'X 6" —2" BLACK PRESSURE [CONCRETE SLAB SENSITIVE NUMBERS TO BE ADDED AFTER ` BASIC SIGN HAS BEEN PAINTED. a MJ PLUG PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN 8' BLUE, HEAVY DUTY, WING CHANNEL POST 2' X 4' X 6'' CONCRETE SLAB T' NOT GREATER THAN 450 6" DIP W/RETAINING GLAN AT BEND AND PLUG. �1\ —VALVE BOX AND SHAFT EXTENSION CAST IRON VALVE BOX COVER 2' X 4' X 6" CONCRETE SLAB 7-a 4 THRUST BLOCK ..i RESTRAINED JOINT 6" M. J. ELL PLACED ON W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING AND REDUCER AS REQUIRED I -LINE BLOW OFF ASSEMBLY r —t� GALV. ELL T GALV. NIPPLE REMOVE AND DISCARD AFTER USE 2" METER BOX WITH CAST IRON LID ; SCH. 40 GALV. PIPE ' AFTER BLOW -OFF INSTALL MALE QUICK EXIST. GRADE `� CONNECTION & CAP BRASS BALL VALVE .�. BRASS ELL MJ TAPPED CAP CONCRETE BLOCKING v (SEE BLOCKING DETAIL) WATER MAIN BRASS NIPPLE 2"BLOW-OFF RISER W3=03 W3m01 0 ►-a w H W � C7 w H O � G 0 u CITY OF BiRYAN The Good Life, Texas Style.' DRAWN BY: C.L.M. DATE: 01-01-06 SCALE: N T S APPROVED: W.P.K. FIGURE: W 3 SHEET 3 0F 4 MAIN TRACK ORIGINAL GROUND PLACE METAL DETECTOR IN FUTURE STREET TAPE AT 12"-18" DEPTH. AO SELECT MATERIAL SUBGRADE >> > DITCH AREA MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF PLACE 14go INSULATED o� •' ...•. - io " ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) 4'-6" COPPER TRACER INCHES IN THE LARGEST _DIMENSION), COMPACTED TO A MIN. WIRE DIRECTLY OVER MINIMUM OF 90/. OF MAXIMUM DENSITY AS DETERMINED BY 4'-0'' MIN. TOP OF PIPE ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4/ OF OPTIMUM UNDER NON-STRUCTURAL fix (� ✓ ' >°• " y�"`ro,, AREAS 0e... YARDS, PASTURES EASEMENTS) AND TO A 4 AO SELECT MATERIAL MINIMUM OF 98/• OF MAXIMUM DENSITY AS DETERMINED 6"-12" '° BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 0 (MANUALLY o STEEL CASING CARRIER PIPE- ;�, OPTIMUM TO +4/ OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. CONSOLIDATE GRANULAR w AT OPTIMUM © MATERIAL a ' `� MOISTURE) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE MACHINE BORING MACHINE BORING 4�, a 9 ,�. OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC (TUNNELING IN EMBANKMENTS (TUNNELING IN CUTS �; 'rr� MATERIAL AND WHICH, WHEN TESTED BY STANDARD �- UNDISTURBED SOIL LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: PIPE MAXIMUM LIQUID LIMIT 45 O.D. MAXIMUM PLASTICITY INDEX 15 NOTE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 6" MIN./12" MAX. MINIMUM PERCENT PASSING 3/4" SIEVE 100 SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL LINE CONSTRUCTION. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. OPTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. . 3. DRY BORING IS REQUIRED. © CEMENT STABILIZED SAND TYPICAL RAILROAD CROSSING PLACE METAL DETECTOR NOTES: 1. FOR BEDDING -AND TRENCHING WITHIN ALL PAVED AREAS E*4.00 TAPE AT 12'' - 18'' DEPTH. ^' ^ r"- ^ `- SEE DE TAIL S FOR ORIGINAL GROUND IN ���� �-�r��-� �=� FUTURE STREET AREA PLACE 14ga INSULATED FOR OPEN CUT STREETS. 2'-0" MIN. 2'-0" MIN. COPPER TRACER 2. All bedding & installation of PVC pipe shall be in accordance con MACHINE BORING WIRE DIRECTLY OVER to ANSI/AWWA Standards for PVC Pipe. OPEN CUT (TUNNELING) OPEN CUT TOP OF PIPE 3. All bedding & installation of Ductile Iron pipe shall be in ° a: tANSI/AWWA C150/A21.50. 0 LIMIT LIMIT `, �e accordance o E~'� WIDTH OF PAVEMENT 2 _ 4. Compaction shall be attained by mechanical tamping. ° ® SELECT MATERIAL 5. Relative compaction shall be tested in the presence of the 4 V V V • r� 7777 •J City Engineer. �— :. .. © CEMENT STABILIZED SAND 6• Dust resulting from the Contractor's performance of the work, 3'-0" MIN. SIDEWALK MAY BE 6"-12" either inside or outside the right of way, shall be controlled by the Contractor. OPEN CUT OR BORED T ^ • �% © (MANUALLY 7. trenches AS DIRECTED BY CONSOLIDATE All shall be back filled and temporary paving or plating THE ENGINEER placed at the end of each working day. AT OPTIMUM STEEL CASING AS REQUIRED MOISTURE) 8 See "Open Cut Details" ST4-00, ST4-01 & ST4-02. M _� CARRIER PIPE 4 y .. O NOTE fi � 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING UNDISTURBED SOIL PIPE SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER _ O.D. LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN 6" MIN./12" MAX. TRENCH BEDDING AND FOR DI PIPE APPROVED. BY THE CITY ENGINEER. OPTION & PVC PIPEIWITHIN NON-STRUCTURALCoon TYPICAL CITY STREET GROSSING OR NEWP"`%A�'Vh_ff__1 IDN ARE AAS W4-01 W4-030 MACHINE BORINGGENERAL NOTES: STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STRI�ETS, ALLEYS, � (TUNNELING) SHOULDER SHOULDER ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER DRIVEWAYS,AND PARKING AREAS) AND SHALL HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY EXTEND 5' BEYOND THE CURB LINE. VARIES VARIES STRUCTURAL / '-0" BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO. 2 IN W4-03) OR EXCAVATED SOIL COMPACTED B/C `E`/ 5' 0 5WIDTH OF PAVEMENT 5'-0"/- IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS ------- - �, MIN. MIN. TO 98/ MAXIMUM DRY DENSITY AS PER ASTM D698 --------- �, SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF WITHIN OPTIMUM TO +4/ WET OF OPTIMUM �3 LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED (OPTION NO. 1 IN W4-03) ---------'� � 3'-0" BELOW DITCH FLOW LINE. DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE G 0� ��� PAVEMENT AREAS '� '6 VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS ��"` �OQ CARRIER PIPE NOTE: STEEL CASING COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF - -_ _ B/C --- 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SILT AFTER EVERY RAIN. SIDEWALK, ' - = _-�- —_- _-__- CITYOF BRYAN SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. The Good Life,TemiStyle.7` LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. DRAWN BY: C.L.M. 3. DRY BORING IS REQUIRED. DATE: 01-01-06 SCALE: N T S TYPICAL STATE HIGHWAY OR MAINSTRUU11u1KALi5AC1rKF1LL`APPROVED: W.P.K. FIGURE THOROUGHFARE CROSSING �z SHEET 4 OF 4 NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" 1/4 11 R 10 %2" 12" 12" Y4" R -/ � R___ I/2" #4 BARS CONTINUOUS - AND 3" CLEAR TYP. 24 it LAY DOWN. -I- Is STlm0 NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 1/4"R 'A R 611 1" 12" 6" i ® _ #4 BARS W 0 = 3/4" X 18" SMOOTH q EXPANSION DOWELS CURB & GUTTER SECT10N] r_'uwj 6 1/2" 18" C/C VARIES DOWELLED IN CURBS DETAIL STI-01 STI-02 NOTE: NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL 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 2. PIPE EXTENDED 1"-2" FROM BOC TO BE COVERED WITH FABRIC AND TIED IN PLACE 24" -6' 15' 311 12" 3�� 1/4"R �� 1 T 'QS � � � 4 -1010 6 3/4" 2"3�� Z11 3It J 2�� -t-ji A V� _ #4 BARS 411 3" 0 = 3/4" X 18" SMOOTH EXPANSION DOWELS TYPICAL COMBINED, SPILL CURB 24" 6" 1/4"R 1"DIA, „ MIN 1/2/ SLOPE � ® 12" 1/ 411R 311 ia_� 311 �It 3" ��® 2 4" 0 _ #4 BARS 0 --3/4" X 18" SMOOTH EXPANSION DOWELS m 6 3% 4" 311 TY-P-111CAL WEEPHOLE CURBI m 12' ST1-02'. # 1" MIN TO 4 BARS @ 18" O.C.E.W. 6" MAX. ,) (MID SLAB) v - `� 6 IT SECTIONA-A 24' R. 0. W. 12' A A �� ? ..ALLEY'. Q� TYPE "G" EXPANSION JOINT ALLEY PAVING S ST1=06 0 ~ � w N � �7 W cen O Q U � a CITY OF BRYAN The Good Life, Temy Style." DRAWN BY: C.L.M. DATE. 01-01-06 SCALE: N T S APPROVED: W.P.K. FIGURE a u SHEET 1 OF 4 MATCH FL OF EXISTING GUTTER EXISTING PVMT. EXISTING BASE TYPE "G" EXPANSION JOINT. ELEV. + MATCH FL OF T/C ELEV.=3" EXISTING GUTTER EXISTING PVMT.--� 4" --- - EXISTING BASE 3"M" RI DRIVEWAY APRON SHALL' BE 4 (28-DAY CONCRETE STRENGTH 3500 489G psi) W/44 BARS DEFORMED TIE BAR Q 18" 0.C.E.W. ASPHALT APRONS #4 x 18" O.C. FOR TIE W/O CURB AND GUTTER SHALL BE TO CONCRETE TO ALLOWEDON OPEN DITCHED CONCRETE PAVEMENT STREET SECTIONS ONLY. ONLY. SECTION A -A WITH LAYD0WN CURB SEE DETAIL SW1-03 (DELETE COLOR REQUIREMENTS) NOTE: RAMPS ONLY WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 1:20 MAINTAIN 2/ MAX CROSS SLOPE. 4' MIN. WIDTH. EXISTING SIDEWALKS, (A MIN. OF 4' BEHIND BACK OF CURB), MAY REMAIN IN PLACE OTHERWISE SIDEWALK MUST BE REMOVED. 4' SIDEWALK 4'''� n EXISTING CURB & GUTTER TYPE "G" EXPANSION TO BE REMOVED c JOINT. ELEV. + T/ C ELEV. = 3" I 411 3" RISE MIN DRIVEWAY APRON SHALL BE 4" (28-DAY CONCRETE STRENGTH DEFORMED TIE BAR = 3500 -49� psi) W/44 BARS # 4 X 18" O.C. 18 O.C.E.W. ASPHALT APRONS FOR TIE TO CONCRETE W/0 CURB AND GUTTER. SHALL TO CONCRETE PAVEMENT BE ALLOWEDON OPEN DITCHED ONLY STREET SECTIONS ONLY. SECTION A A (VARIES) +-I- H- I-HFf--I TYPE "G" EXPANSION JOINT PROPERTY LINE /- DOWEL INTO EXISTING SIDEWALK W/#4 BARS C 18" O.C. RETURN CURB TO HAVE A ROLL FACE DIMINISHING AT RADIUS POINT 5' R. (MIN.) ,-BACK OF CURB NEAT SAW CUTS SANET W ACUT A� � � '----NEAT SAW CUT TYPE "G" EXPANSION JOINT EXISTING CURB &GUTTER TO BE REMOVED. REPLACE STREET SURFACING AS NEEDED. '10 v RAN m LTA 1:m'&%1 11 ML 116A w ry Ld Of > J cn v pRI F \1 ARIF_ c4-SLOPPER F-T, MIN• 1 11 APPROX. 12" + DRIVEWAY WIDTH VARIES DRAINAGE CULVERT (MIN. 15" DIA. PIPE) SECTION A A FA NOTE* 1. LENGTH OF DRAINAGE PIPE FOR RESIDENTIAL DRIVES IS 36' MAX & 20' MIN. 2. ALL DRIVEWAY PIPES WITHIN ROW MUST HAVE CONCRETE SLOPED END SECTIONS (6:1 SLOPE) OR APPROVED EQUAL. LINE DRAINAGE � � EDGE PVMT. CULVERT C� STREET A TYPICAL DRIVEWAY ENTRANCE WITH CULVERT CURB RETURN RADIUS + 2' Lu wo CURB RETURN RADIUS 1'-6" E- Q ACCESSIBLE ROUTE (4' MIN.) o � (OPTIONAL) U NOTE NOTE 3. ..— NOTE 6" TYPE "D" LONGITUDINAL JOINT SECTION AA SLOPING AWAY FROM INTERSECTION 6" THICK CONCRETE — (28 DAY STRENGTH = 3500 4OG& PSI) W/#4 BARS AT 18" O.C.E.W. W/6" LSSB TO 2' BEYOND B.O.C. EXPANSION JT. & SMOOTH DOWEL BAR, 1/ 2" 0 X 16", WITH CAP Q 12" O.C. (COATED W/HEAVY GREASE) NOTES: 1. TRANSITION FROM ZERO CROWN AT VALLEY GUTTER TO FULL CROWN IN 50. 2. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAX. DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P.T.'S & P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAX. DISTANCE OF 10' APART. 3. 2'. MAX SLOPE. 4. 5' MIN TRANSITION TO LAY DOWN CURB BEGIN AT P.T. CURB RETURN RADIUS + 2' o � CURB RETURN RADIUS 1'-6" z > ACCESSIBLE ROUTE (4' MIN.) 5 af (OPTIONAL) U NOTE 3— .. NOTE 3 NOTE 3 6' LONGITUDINAL 1 'A JOINT SECTION A A SLOPING TOWARD INTERSECTION POINT OF CURVATURE -BACK OF CURB 25' RAD. (MIN.) TYPE "D" LONGITUDINAL JOINT -- - - - - - - - - --�----- - - - - -- ACCESSIBLE ROUTE -- - - - - --- - - - -i------------ 12' MIN. I I I MATCH ITE OF EXISTING TYPE "D" EXPANSION JOINT. GUTTER ELEV.=T/C ELEV.+ 3" EXISTING CURB & GUTTER TO BE REMOVED' I 3- EXISTING PVMT. I 6�� '� MAINTAIN 2/. MAX -� CROSS SLOPE EXISTING BASE DEFORMED TIE BAR DRIVEWAY APRON SHALL BE 25' MIN. R #4 X 18 O.C. 6" (28-DAY CONCRETE FOR TYING NEW STRENGTH - 3500 4.8-G& psi) CONCRETE TO EXISTING W/#4 BARS C 18" O.C.E.W. SIDEWALK CONCRETE PAVEMENT ASPHALT APRONS W/O CURB ONLY & GUTTER SHALL BE ALLOWED ON OPEN DITCHED STREET NEAT SECTIONS ONLY. SAW CUT SECTION A A SIDE STREET WIDTH PSPN�'! A *MAINTAIN 2% MAX CROSS SLOPE ACCESSIBLE RAMP (SEE RAMP DETAIL) I A EXPANSION JOINT (TYP.) - SEAL W/APPROVED EXPANSION JOINT MATERIAL oil Vw TYPE "G" EXPANSION JOINT PROPERTY LINE I TYPE "D" REMOVE CURB I LONGITUDINAL THRU RAMP JOINT -- - - - - - - - -!---- ----- I � I � _ I POINT OF TANGENCY RETURN CURB TO HAVE A ROLL FACE DIMINISHING AT RADIUS POINT. AMBULATORY RAMP SLOPE 1:12 MAX. NEAT SAW CUT � TYPE "G" A � NEAT � � EXISTING CURB &GUTTER TO EXPANSION JOINT SAW CUT BE REMOVED -REPLACE STREET SURFACING AS NEEDED COMMERCIAL DRIVEWAY ST2m03 z 0 w a coon r--a E� F� F--i� CITY OF B►RYA,N The Good Life, Teams Style.z� DRAWN BY= C.L.M. DATE: 01-01-06 SCALE: N T S APPROVED: W.P.K. FIGURE 29= SHEET 2 OF 4 1/8" R SEAL WITH JOINT MATERIAL 6" MIN. METAL KEY WAY PLATE DEFORMED TIE BARS #4 X 1811, 18" 0. C. TYPE " 11 I of Wei 0 1"_ 1110-101 10-yll al LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED TD AklC%lC'DCC 0CIKIE*n0nCA/CKIT. 1_vl `1v1 I V V11 \I \V 1 \1-11 \/ VI \VLIYIL..1 9 1 #4 BARS AT 18" C. TO C. W 0 TYPE "G" JOINT N� 60' J 60' 60' TANGENT SECTIONS SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 0 X 18", 12" 0. C. 1/4" R 3/4" (COATED W/HEAVY GREASE) 5-1/2" 3/4" '- - 7/8 6" MIN. - �` 1-5/8 IV NON -EXTRUDING FILLER 3/411__ 1-1/2" 311 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR. TYPE "G" " OLI TO BE SPACED AT 60' INTERVALS & ALL RADIUS POINTS, P.C.'S, P.T.'S, & OPPOSITE P.I.'S, & ON ALL HORIZONTAL & VERTICAL CURVES wl C — SAWED OR FORMED, SEAL WITH JOINT MATERIAL. SEALING NOT REQ'D IN CURBS. 1/8" TO 3/16" - 3/ 4" MIN. #4 BARS, 18" O.C.E.W. TYPE "B" TRANSVERSE JOINTS SHALL BE SPACED 15' CENTER TO CENTER TYPE "G" JOINT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300' ON TANGENTS BACK OF CURB VARIES TYPE "B" JOINT- -TYPE "D" JOINT = TYPE "D" JOINT TYPE "B" JOINT - 18" C. TO C. /-TYPE "D" JOINT NOTE: EXPANSION JOINTS AS SHOWN AND AT EACH RADIUS POINT. CURB EXPANSION JOINTS SHALL BE AT 60' CENTERS. CURB CONTROL JOINTS SHALL BE AT 10' CENTERS. J TLONGITUDINAL JT. Q 900 O CHORD OF RADIUS. (TYP.) to > TYPE "G JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP.) TYPICAL TOINT LAYOUT AT '40 CONCRETE INTERSECTION ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. z a w a « r « CITY OF BRYAN The Good Life, Texas Siyk," DRAWN BY: C.L.M. DATE: 01-01-06 SCALE: N T S APPROVED: W.P.K. FIGURE SHEET 3 FLEX BASE EXISTING 611 GRAVEL STREET o o 0 o a 4 o a o Q U o o.a ° v o o•o 0 0. o.o o Q a ° •b 0 d -b O O ° _ ` 12" VARIES COMPACTED CEMENT ° STABILIZED SAND OR • D - FLEX BASE 12" 0. D. K• �--SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOIL J/ VARIES OPEN CUT GRAVEL STREET NOTES: MIN. 6" HMAC SAW CUT COMPACTED CEMENT STABILIZED SAND UNDISTURBED SOIL 1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2-FOR SUBGRADES WITH PI>10 AND % PASSING THE *200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. SIEVE >_35/, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC 3. FOR SUBGRADES WITH PI<15 AND / PASSING THE *200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35/., USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. WILL BE DETERMINED BY THE ENGINEER. LIMIT FOR ROADWAY EXCAVATION AND STABILIZATION VARIABLE R-O-W (SEE NOTE 5) ASPHALTIC CONCRETE PAVEMENT I ST4-05 EXISTING SEAL COAT/ HMAC SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE 4 BARS, 18" O.C.E.W. 28-DAY CONCRETE STRENGTH = 3500 psi DOWEL #5 BARS, 1611 LG., COMPACTED CEMENT STABILIZED SAN (8" INTO' EXIST. PVMT.), @ 18" O.C. EXISTING CONCRETE 6" STREET f•• . •O.D UNDISTURBED SOIL VARIES SAW CUT SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE 1*,.Tt1N CUT CONCRETE STREET, ST4-02 NOTES 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL, FOR 2. RURAL SECTIONS WILL NOT REQUIRE 16' EASEMENTS PARALLEL ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. TO ROW WITHIN ETJ LIMITS AND CITY LIMITS. Q 3. SHOULDERS SHALL BE A PAVED SURFACE (CHIP SEAL, ETC.) =-- ---- _ --- ---- -------------- - - VARIABLE R - O - W (SEE NOTE 1) - --- ----- - -------------- --- ---- — con 16' UTILITY 16' UTILITY EASEMENT ---------VARIABLE EDGE TO EDGE (SEE NOTE 1)------- - w EASEMENT I (SEE NOTE 2) _ Z1 Q (SEE NOTE 2) R �0 w -i © 2 HOT MIX - o I a- Q 4-- D ASPHALTIC _, a z -t CONC. PVMT. o z °- I 1/2"/FT. SLOPE --�- I cn ... -s... a. o o -�- -_ -- --- /yam —�, 1�-.�o171=ram- .� L-MIN. 4" HMAC BASE 6" - STABILIZED SUBGRADE or 6" STABILIZED OR CRUSHED 6" COMPACTED LIMESTONE BASE. SUBGRADE AS DIRECTED (98/ STANDARD ASTM D 698 AT A MOISTURE CONTENT BETWEEN 0 AND +41. OF OPTIMUM. 0 r-hr-j-w Y I(C]AL RLTI RAL ROAD S E CT 10 NS N T4mu Q W NOTES ' 0 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" `, U ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH-3500 PSI). ( O - — VARIABLE R-O-W (SEE NOTE 1)----------------1 U MEASUREMENT FOR ROADWAY EXCAVATION & STABILIZATION. or *4 BARS @ 18' O.C.E.W. (MID SLAB) ED SUBGRADE AS DIRECTED (98/ STANDARD ASTM D 698 AT A MOISTURE CONTENT BETWEEN 0 AND +4% OF OPTIMUM. Y:irm—,,ICAL STRIE,-Er-f SE(]T-�IkjiA. CITY OF BRYAN The Good Life, Texas Style.` DRAWN BY: C.L.M. DATE: 01-01-06 SCALE: N T S APPROVED: W•P•K. FIGURE SHEET 4 OF 4j 7— SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: SURFACE E FINISH SHALL COMPLY WITH TAS REQUIREMENTS: � I �� �� �� LIGHT BROOM FINISH WITH GROVES (1/2 DEEP, 1/4 TO 3/4 LIGHT BROOM FINISH WITH GROVES (1/2 DEEP, 1/41TO 3/4 � 0,1 I WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: OF COLORED CONCRETE. RAMP SHALL BE "DARK BRICK RED'' OF COLORED CONCRETE. RAMP SHALL BE "DARK BRICK RED'' LIGHT BROOM FINISH WITH GROVES (1/2" DEEP, 1/4" TO 3/4" I (SHEPLERS OR EQUIV.) IN COLOR BY SURFACE COLORING. (SHEPLERS OR EQUIV.) IN COLOR BY SURFACE COLORING. WIDE, SPACED 2" APART. GROOVED AREA INDICATES LIMITS �; a OF COLORED CONCRETE. RAMP SHALL BE "DARK BRICK RED" 5' SIDEWALK o 3 (SHEPLERS OR EQUIV.) IN COLOR BY SURFACE COLORING. 4' SIDEWALK b •4 w w C/) 60 a rx 1 EXPANSION JT. & EXPANSION JT. & J SMOOTH DOWEL BAR-------, Q SMOOTH DOWEL BAR, �Q vX/0 1/2'' 0 X 16", WITH ,�,, CAP @ 12" O.C. 1/2 0 X 16 , WITH CAP @ 12 O.C. (COATED W/HEAVY GREASE) �Z (COATED W/HEAVY GREASE) / 6 MIN. 12,; -I-O 24,, 2 5' R . / ���; _ I i : 1 s ----- Al2 RAMP I J� 5' R . C 25' R. ,� J �/ 00 2 5' R . i' 1�12 SLOPE- / 25' R. i �! � PROPERTY LINE—,,, i PROPERTY LINE _ -" ��� >> 6', PROPERTY LINEy -�' >>� �s' ----- --- ----- -- --------` ---------�"� —� �� s���'�.o '- 48,, * �°�' 3' MIN. (TYP) 25' R VARIES �� _ -------- O,p * cod• PERMISSIBLE— CONST. JOINT _,�—�� �I PERMISSIBLE CONST. JOINT 5' SIDEWALK TYPE "G" JOINT--i 4' SIDEWALK TYPE "G" JOINT Z� -- ------ --- - _ _ -----RAMP ONLY IS INTEGRAL 6' SIDEWALK TYP. �`Q �Q' TYP. I\� 21 MIN_ _ ;__. RED BRICK COLOR EMI (TYP) \� 3—BACK OF CURB P�\ES �. 4S BACK OF CURB -- ----- EXPANSION JT. & R.P. SMOOTH DOWEL BAR, _ �\� -well----- STOP BAR- CUR F3\G 1/2" X 16", WITH CAP @ 12'' O.C. 3' MIN. (COATED W/HEAVY GREASE) (TYP) MI r COMMER1 6'SIDEWALKcom"m`rERCIAL 5' SIDEWALK AMBULATORYTSIDEWALKURESIDENTIAL AMBULATORY RAMP ATRAMP ET' DTI AT STREET INTERSECTION RAMP AT STREET INTERSECTIONa �ST SY I-00 SWI-01 SWI-02 SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM FINISH WITH GROVES (1/2'' DEEP, 1/4'' TO 3/4" SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS LIGHT BROOM FINISH WITH GROVES (1/2" DEEP, 1/4'' TO 3/4'' LIGHT BROOM FINISH WITH GROVES (1/2" DEEP, 1/4" TO 3/4" �♦ WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS OF COLORED CONCRETE. RAMP SHALL "DARK WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS "DARK WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS BE BRICK RED'' OF COLORED CONCRETE. RAMP SHALL BE BRICK RED" OF COLORED CONCRETE. RAMP SHALL BE "DARK BRICK RED" (SHEPLERS OR EQUIV.) IN COLOR BY SURFACE COLORING (SHEPLERS OR EQUIV.) IN COLOR BY SURFACE COLORING (SHEPLERS OR EQUIV.) IN COLOR BY SURFACE COLORING. UNLESS OTHERWISE SHOWN ON PLANS. NO COLOR AT DRIVEWAYS. UNLESS OTHERWISE SHOWN ON PLANS. NO COLOR AT DRIVEWAYS. NO COLOR AT DRIVEWAYS. EXPANSION JT. & EXPANSION JT. & Z EXPANSION JT. & SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, ---\ 1/2" Q� X 16", WITH 1/2" " WITH Q� X 16 0 1/2" 16', WITH CAP 12" O.C. CAP @ 12" O.C. Q \\ CAP 1211O.C. (COATED W/HEAVY GREASE) (COATED W/HEAVY GREASE) � (COATED W/HEAVY GREASE) w w \ ' -6' SIDEWALK _ a O 5' SIDEWALK 3' MIN. RAMP* 4' SIDEWALK 3' MIN. RAMP* U IT I -L E 1:12 SLOPE .r `� 4' MIN. RAMP 1:12 SLOPE I I \� 3' BACK OF CURB 4 - -- ---- CURB HEIGHT VARIES (TYP) BACK CURB HEIGHT VARIES VARIES (TYP) OF CURB (TYP) BACK OF CURB; 6' MIN .—12 " to 2 4 " — 6' MIN N. = 6' MIN . CITY OF BRYAN The Goad Life, Texas Style.' ERCIAL 6'SITih C u` MMDATE: COMMERCIAL 5'SIDEWALK RESIDENTIALTSIDEWALK DRAWN BY•. C.L.M. AMB" T RAMIP AMBULATORY RAMPAMBULATORY 01-01-06 RAMP SCALE: N T S APPROVED W.P.K. Arr Sr-yny-% 1'KEE"T INTER% S E_ 1 G1 I I( JAN & I AT STREET INTERSECTION 8cDRIVES AT STREET �c DRIVES FIGURE SHEET 1 0F 2 NOTES CROSS SLOPE- 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH UNITED DESIGN GUIDELINES. g a N 2/. MIN. 2. FINISH LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP @ 4' INTERVALS. EXPANSION JOINTS @ 60' O.C., CONTRACTION JOINTS @ 4' O.C. p 4cd , CROSS SLOPE w 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) CROSS SLOPE SIDEWALK z 1% MIN. WITH #3 x 12'' BARS @ 12" O.C. OR 04 x 12'' BARS @ 18'' O.C. 2/ to 4/ 2/ MAX., —' `�f `�� 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98/ OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4/ WET THE CONTENT o ��'.���r'���;�1!%;A`���' �\`� `,�f� OF OPTIMUM MOISTURE PAVEMENT U �,�- i� A,,�/ "`���` l\ hn\.,i�,;�!i�.�f�, !-':\\l% >- 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA' SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. a ry 8' TYP. NOTE: SEAL WITH EXPANSION THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE JOINT MATERIAL SMOOTH DOWEL BAR REQUIREMENTS - BERMS MAY BE REQUIRED ,,= '� OUTSIDE OF THE SIDEWALK. 1; 1/4" R 1/2" Q� X 18", 12" O.C. 3/4" (COATED W/HEAVY GREASE) 4'-0" MIN. 4'-0" VARIES 4 �=20 .- ;;:.. , G 9 .. 1. _ r ' d S COMPACTION NOTE SEE ud�n q! NON -EXTRUDING FILLER S! 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE #3 BARS @ 12'' O.C.E.W. OR 28-DAY CONCRETE #4 BARS @ 18'' O.C.E.W. STRENGTH = 3000 psi GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE _ (4" THICK MIN.) ii LONG ENOUGH TO COVER 2 OF DOWEL AND HAVE STOP SO SEE FINISH NOTE t MAX. 5/. END OF CAP IS 1" FROM END OF BAR. MIN. 0.5/ SIDEWALK TCONCRETE SIDEWALK,,,��1�,V,,,, EXPANSIONo M� & CONSTRUCTIONJOINT � P SIDEWALKSLOPTEREQUIREMENTS VT Sw2.00can:) w - SAWED OR FORMED,t�= -0 1/8'' TO _MIN; _— 5'-0" ---='=-VARIES-=1 3/16'' SEAL WITH EXPANSION '3 JOINT MATERIAL, MIN. ----- 4"x4"x3/16" STRUCTURAL STEEL TUBING 3/8" R DEPTH = 1"---- 2/ MAX. ������ �� C.�cea 8 O.C. MAXIMUM -------- 8 O.C. MAXIMUM--------- i -12 O.C. - ---- _ ---- --- ---- - --- - t-------------------- --- - ---------- - ------ - --- --- -1- -- -- - ----- - - - - - -- - - - - - - - - -- -- -- i i T�._^-- - �- - - - - ��������=___ \ SEE COMPACTION NOTE T� T , 3 BARS @ 12 O.C.E.W. OR 28 DAY CONCRETE 50 !, ! � it ( �� ! � I� �i � i !j I I ! !► #4 BARS @ 18 O.C.E.W. STRENGTH = 3000 psi P I I; h i II �� SIDEWALK. CONTRACTIONJOINT (4 THICK MIN.) SEE FINISH NOTE � / \i---- i i i i i 4 x2 x3/16 STRUCTURAL STEEL TUBING 4 x4 x3/16 STRUCTURAL �---1"x1"x3/16" STRUCTURAL STEEL TUBING 5 NCRETE SIDEWALKz O STEEL TUBING �--SEE CONNECTION DETAIL I w ! O 6" z i � �:•; •s. • :-....­ �2"'r DIA'. BOLTI rlu"AL -fiff-ANDRA-11"L DIETAIL - VARIES CONNECTION DE TA IL �- 2/ MAX. 7,� .,, 71 ; , U Swz_01 SEE COMPACTION NOTE a4 GENERAL NOTES: #3 BARS @ 12'' IO.C.E.W. OR 28-DAY CONCRETE #4 BARS O.C.E.W. STRENGTH 3000 �r°F @ 18 = psi ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION (4" THICK MIN.) SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. SEE FINISH NOTE IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL CITY OF BRYAN BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 6'CONCRETE SIDEWALK The Good Life, Tens Style.' APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE' TIME THAT -EARTH HAS DRAWN BY: C.L.M. BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH4IS DATE: 01-01-06 ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTORfi' g - CONS E ESIDEWALK SCALE:N T S APPROVED W.P.K. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY- RAIN. w - � s -CONCRETE FIGURE• SHEET 2 0F 2 CURB LINE WHEN RECESSED INLET CONCRETE GUTTER ------------- 411 6" 2411 D "d D• I I I - SECTION A -A 6" T7 I Ln1 N V It— VV I 28-DAY CONCRETE STRENGTH 4000 psi #4 BARS, 6" O.C.E.W. A STD. CAST IRON MANHOLE COVER TOP OF CURB TOP SLAB AND FRAME -------------------------- 6' ' -- - - ----------- - - - - �6—o—a—° - -o� -o ;,1 _ - -�— s-a--d—a—o 1 - --------------------_-- EXTENSION------ - - - - - - - - ,------------------------- - -�- ° NORMAL GUTTER LINE ------}- " - '` DEPRESSED GUTTER LINE - - - - - - - - - - - - - - - - - - - - - - - - - - ' INVERT SHAPING 6" TYP. CONCRETE FILL #4 BARS 12" 0 C E W A A MIN. 2'-611 SQUARE 28-DAY CONCRETE PLAN STRENGTH = 3000 psi 4 BARS 12'' O.C.E.W. O.D. + 6" MIN. SIDE WALLS 6" TOP & BOTTOM SLAB I � 1 � I I � I I 6" SIDE WALLS #4 BARS 6 U.C.L.VV. TOP & BOTTOM SLAB SIDE WALLS & BOTTOM SLAB SECTION A- A ELEVATION SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION SINGLE GRATE 28-DAY CONCRETE \` STRENGTH = 4000 psi Q �G GO yI A FLOW MAIN LINEI I I , ------------------ O.D. + 6" MIN. 21-611 SQUARE PLAN �A STD. CAST IRON MANHOLE COVER AND FRAME (24'' DIA.) O.D. + 6" MIN. #4 BARS 12'' O.C.E.W. - 6" TOP & BOTTOM SLAB SIDE WALLS ° -- I — 1 — I 1 i 1 I I , I ° 'k 3" MIN. EACH SIDE 6" SIDE WALLS #4 BARS 6" 0.C.E.W. TOP & BOTTOM SLAB SECTION A -A STORM SEWER JUNCTION BOX /0 IN STREETS 28-DAY CONCRETE STRENGTH -4000 psi #4 BARS 12'' O.0 SIDE WALLS 6" TOP & BOTTOM WAL 1. 1 PLAN I V I lx L-) %-/ 1 I V I V I ...) L /-1 U SECTION A -A GRATE INLET n D1-00j A ---------------------------- -------------------r " I 1 ------------------------ I 1 I I 1 - 1 ---- I 4-#4 BARS ' DIA QOOO �D 28-DAY CONCRETE DIAGONAL _ _ _ Q I) _ — STRENGTH - 4000 psi ------------------------ I 1 I I , 1 I I 1 1 I -_�-_--------------------- A MINIMUM DISTANCE BETWEEN PLAN T\A/n PIPP� 114 BARS 6" O.C.E.W. TOP & BOTTOM SLAB & SIDE WALLS I, 1811 TO 36" - 1211 APART 48 OR: LARGER - 18 APART ° °I T VARIES (SEE NOTE) I° I� 6" SIDE WALLS SECTION A -A DOUBLE BARRED NLET � D�-01 ��-3/411 3/1611 7/16" I r �-- 211 2111 _I 2411 VIEW A -A (2) 3/4 DIA HOLES FOR RE -ROD + 5 �2) 3/4'1 CROSS SECTION 1/2'' FLAT FACED GOTHIC DON T CITY OF BRYAN A A POLLUTE DRIVERS RAINS O 6 TOP NO ASURA & W A BOTTOM SLAB LARGE MOUTH BASS LOGO 3/4'' FLAT FACED GOTHIC (2) PLACES TROUT LOGO ISLET _ DI-04 DI-03 PLATE ci z 0 w x CITY OF BRYAN The Good Life, Texas Style.' DRAWN BY: &f DATE: 01-31-03 SCALE: N T S APPROVED: W. P. K. FIGURE D SHEET 1 OF 3 d a) U •- L U > co L04--= a -to -F- -v 4- 0) v L •- C3-0E L CO (Da)0L a) co 4- 4- coQcnQ O L CO C C: :3 •- •- w a.c +_ � >1 v c 4- CO Xvoa) F- L c oocn 4- •- a) cF-L0 -f- O (D E o>v A F--- O -0 >) 0 CAL co L a) -I- f- m -v — >vL-1 E 4- a) (0 L Co.— >1 .F_ -F- L •- •- L -0 — O C >> cn U v C C C tva- (00a')o a C >� L 4- -F- 4- O L 4-oco ..OL0)v WOEO ft(030E W0 (t)L Ma)Zv4-- a c U~=�0 a) �-+ U 0X+- o a F- O .. F- z w 0 U TABLE OF DIMENSIONS & REINFORCING STEEL (Wings for One Structure End) Dimensions Variable Reinforcing Estimated 3 Quantities per ft of wing length (2-Wings) Maximum Wingwall Height Hw W X Y Z Bars J1 Bars J2 I N cn Spa p N V) Spa Reinf (Lb/Ft) Conc (CY/Ft) 2' -6" 2' - 5" 1 ' - 0" 9" 7" #4 1'-0" #4 1 ' -0" 33.73 0.248 3' —0" 2' - 5" 1` - 0" 9" 7" #4 1 ' -0" #4 1 ' -0" 37.07 0. 261 3' -6" 2' - 5" 1 ' - 0" 9" 7" #4 1 ' -0" #4 1 ' -0" 37.74 0.273 4' -0" 2' - 5" 1 ' - 0" 9" 7" #4 1 ' -0" #4 1 ' -0" 38.41 0.285 4' -6" 3' - 2" 1 ' - 6" 1 ' - 0" 7" #4 1 ' -0" #4 1 ' —0" 41.75 0.330 5' -0" 3' - 2" 1 ' - 6" 1 ' - 0" 7" #4 1 ' -0" #4 1 ' —0" 45.09 0.343 5' -6" 3' - 2" 1 ' - 6" 1 ' - 0" 7" #4 1 ' -0" #4 1 ' -0" 45.75 0.355 6' -0" 3' - 2" 1 ' - 6" 1 ' - 0" 7" #4 1 ' -0" #4 1 ' -0" 46.42 0.367 7' -0" 3' - 8" 1 ' - 9" 1 ' - 3" 7" #4 1 ' -0" #4 1 ' -0" 52.77 0.414 8' -0" 4' - 2" 2' - 0" 1 ' - 6" 8" #5 1 ' -0" #4 1 ' -0" 60.19 0.486 91—0" 41- 8" 21- 3" 1 , - 9" 8" #4 1 6" #4 6" 81.49 0.535 10' —0" 5' - 2" 2' - 6" 2' - 0" 8" #51 6" #4 6"1 97.25 0.584 1 1 ' -0" 5' - 8" 2' - 9" 2' - 3" 8" #6 6" #5 6" 133.65 0.634 1 2' —0" 6' - 2" 3' - 0" 2' - 6" 9" #7 6" #5 6" 162.29 0. 721 1 3' -0" 6' - 8" 3' - 3" 2' - 9" 1 1 " #7 6" #5 6" 1 78. 80 0.856 14' -0" 7' - 2" 3' - 6" 3' - 0" 1 ' - 0" #81 6" #5 6" 216.78 78 0.959 1 5' -0" 7' - 8" 4' - 0" 3' - 0" 1 ' - ill #9 6" #6 6" 283.06 1.068 1 6' -0" 8' - 2" 4' - 6" 1 3' - 0" 1 ' - 3" #9 Tq #6 1 6" 297.02 1 1.2341 I- = -- - I- - -' n - - -- -' - N O N INSIDE ELEVATION TABLE OF WINGWALL REINFORCING (2-W i ngs) Bar Size No. Spa D #5 1' -0" E #4 1 ' -0" F #4 1'-0" G #6 4 M #4 4 P #4 - 1'-0" R #5 6 V #4 1 - 1'-0" TABLE OF ESTIMATED CULVERT TOEWALL QUANTITIES Bar Size No. Spa L #4 1 ' —6" Q 1 #4 1 1 Re i of (Lb/Ft) 2.45 Conc (CY/Ft) 0.037 (Showing reinforcing. Culvert and Culvert Toewall reinforcing not shown for clarity.) W I E Wingwall Toewall 1611 SECTION A -A 0 r, 6 CORNER DETAILS WING DIMENSION CALCULATIONS: Formulas: (All values are in Feet) Hw= H+T+C-0.250' A = (Hw - 0. 333') (SL) B = (A) Tangent (30° ) Lw = (A) a Cos i ne (300 ) For Cast -in -place culverts: Ltw = (N) (S) + (N + 1) (U) For Precast culverts: Ltw = (N) (2U + S) + (N -1) (0. 500' ) Total Wingwall Area (Two Wings - S. F.) = (Hw + 0. 333') (Lw) Hw = Height of Wingwall SL:1 = Side Slope Ratio (Horizontal:1 Vertical) Lw = Length of Wingwall Ltw = Culvert Toewall Length N = Number of Culvert Spans See applicable box culvert standard for H, S, T, and U values. A 11 V II v �I I � S -� I S I I Ltw See Corner 11 I Details A � � 1 A \� a Length of Wings `\ /,-based on SL:1 slope along this I i ne. Toe of `\ Slope 5 e a'e•a o`` 8 " --� y PLAN W (Showing dimensions.) FOOTING AND TOEWALL (Culvert and Culvert Toewall reinforcing not shown for clarity.) E J2 Culvert Bottom Slab Reinforcing Culvert Toewall 6" SECTION B-B@) ,0 2 20" 30° i i BARS D i+ W a) v) -}- •— C 0 L- O N >-J L- v O C 1 (� C J + N Y + 411 BARS Jt 2, -0" 0 N i4- U) (1) a) p� 4- L O N v -J 4- > L- O ..0 L V) � N ... C N+ N J 3 2 W _ 411 0 N BARS J2 OExtend Bars P 3'-0'.' minimum into bottom slab of Box Culvert. Ad j ust to f it as , necessary to ma i nta i n 1 1/4 " c I ear cover and 4"minimum between bars. �3 Quantities shown are based on an average wing height for two wings '(one structure end). To determine total quantities for two wings multiply the tabulated values by Lw. ORecommended values of Slope are: 2: 1 , 3: 1 , 4: 1 , & 6: 1. OWhen shown elsewhere on the plans, a 5" deep concrete riprap shall be constructed. Unless otherwise shown on the plans or directed by the Engineer, the riprap shall have a 6" wide by 1'-6" deep reinforced concrete toewall along all edges adjacent to natural ground; the toewall shall be reinforced by extending typical riprap reinforcing into the toewall; construction joints or grooved joints, oriented in the direction of flow, shall extend across the full distance of the riprap, at intervals of approximately 20'. When such riprap is provided, the culvert toewall shown in SECTION B-B will not be required. Payment for riprap �� shall be as required by Item 432, Rlprap . OAt Contractor's option, Culvert Toewall may be ended flush with Wingwall Toewall. Adjust reinforcing from that shown as necessary. �7 0" min to 5'-0" max. For T6 or C6 Rail, see T6-CM standard for additional details. For all other rail types, refer to the RAC standard. For curbs without rail and greater than 1'-0" high, see ECD standard for additional details. Estimated curb heights are shown elsewhere in the plans. U8 For vehicle safety, curb heights and wall heights shall be reduced, if necessary, to provide a maximum 3" projection above finished grade. No changes will be made in quantities and no additional compensation will be allowed for this work. GENERAL NOTES: Designed according to current AASHTO Standard and Interim Specifications. All reinforcing steel shall be Grade 60. All concrete shall be Class "C" and shall have a minimum compressive strength of 3600 psi. All reinforcing bars shall be adjusted to provide a m i n i mum of 1 1/4 " c I ear cover. When structure is founded on solid rock, depth of toewalls for culverts and wingwalls may be reduced or eliminated as directed by the Engineer. See BCS sheet for additional dimensions and information. The quantities for concrete and reinforcing steel resulting from the formulas given on this sheet are for Contractor's information only. - Texas Deportment of Transportation zr Bridge Dlvlslon CONCRETE WINGwALLS WITH FLARED WINGS FOR 00 SKEW BOX CULVERTS FWmO FILE: fw-Ostde. dgn DN: GAF CK: CAT DW: TOOT CK: GAF CO TOOT May 2005 DISTRICT FEDERAL AID PROJECT SHEET REVISIONS I COUNTY ICONTROLI SECT I JOB IHIGHWAYI TABLE OF VARIABLE DIMENSIONS 4 AND QUANTITIES FOR ONE HEADWALL w o Values for one Pipe Values to beadded n Ld for each addtyl Pipe o i a� o a W X Y L Re! of Conc X and W Re i of Conc (Lbs) (Cy) (Lbs') (CY) 1 j 1 12" 4'- 7 I/2" 21- 6" 2'-10" 3'- 3 1/4" 84 0.6 1'- 911 20 0.2 1 5 " 5' - 5 %4 " . 2' - 9 �/2 11 3' - 411 3' -10 1/4" 99 0.7 21. 211 24 0. 3 1811 6'- 4 1/411 3'- 1" 3'-10" 4'- 5" 120 0.9 2'- 8" 32 0.3 2111 7'- 2 3Y411 3'- 4 �/211 4'- 411 5'- 0" 137 1.1 3'- 1" 43 0.4 2411 8 - 2 �/2 " 3' - 9 �/2 " 4' -10" 5'- 7" 158 1 . 3 3' - 7" 50 0.5 2711 9'- 1" 4'- 1" 5'- 4" 6'- 2" 173 1.5 3'-11" 56 0.6 3011 9' -1 1 �/2 11 4' - 4 %2 11 5' -loll 6' - 8 %4 " 197 1 . 7 4' - 411 65 0.8 - .. 33 11 10 ,_ 11 10 4 ,_ 8 11 6 ,_ 4 11 7 ,- 3 �4�� 216 2.0 4'- 8'1 71 0.9 N 3611 11'- 8 1/411 4'-11 �/211 6'-10" 7'-10 %4" 241 2.2 5'- 1" 81j 1.0 4211 13' - 5 1/411 5' - 6 �/2 11 7' -10" 9' - 0 %2 " 290 2.8 5' -10" 97, 1 . 3 4811 1 151- 9" 6'- 1 �/211 9'- 4" 10'- 9 1/4" 350 3.8 6'- 711 117 1.7 5411 171- 5 %411 6'- 8 1/2" 10'- 4" 11'-11 1/411 415 4.5 7'- 6" 151I 2.1 60" 19'- 2 %4" 7'- 3 �/211 11'- 411 13'- 1" 469 5.3 8'- 3" 174 2.5 6611 20' -1 1 %2 11 7/-10 �/211 1 2' - 4" 1 4' - 3" 530 6.2 8'- 9" 194 2.9 a) 7211 22'- 8 Y211 8'- 5 �/211 13'- 411 15'- 4 %4" 587 7.1 9'- 4" 213 3.3 •`-'L 12" 6'- 311 2'- 6" 4'- 3" 4'-11" 114 0.8 1'- 9" 22 0.2 o> to vmo� 1511 71_ 511 2,_ 9 Y211 5._ 011 5'- 9 1/4" 133 1.1 2,_ 211 28 0.3 �+v%' 18" 8'- 6 %4" 3'- 1" 5'- 9" 6'- 7 %4" 166 1.3 2,- 8" 37, 0.5 DO L-- 21" 9'- 8 %4" 3'- 4 �/2" 6'- 6" 7'- 6" 189 1.6 3'- 1" 48 0.6 •- 3 'O E L C O 11 24 1 1 _ II 0 3 _1/211 9 " /2 7 _ " 3 8- 4 " %2 221 2. 0 3 _ II 7 58 0.7 a� C ac 2711 1 2/ _ 211 /�, `'F _ 1 11 8, _ 011 g, _ 2 3 " /4 245 2.3 , 3 _ 11 11 67, 0.8 Ot C: cAc c �._•_ 30�� 13,_ /i11 `'f `'F - 4 V211 8'- 9" 14,- 1 1/4 " 287 2. 7 4 ,_ 4 11 77, 1 . 0 w ar+ '- 33" 14' - 5 %4 " 4' - 8" 9' - 6" 10' -1 1 f4" 310 3. 1 4' - 8" 84 1 . 2 °C4-cn X 0 0 0 3611 15'- 7 %4" 4'-ll V211 10'- 3" 11'-10" 343 3.5 5'- 1" 96 1.4 = Loco 42" 17'-11 %211 5'- 6 f/211 11'- 9" 13'- 6 %411 424 4.5 5'-10" 119 1.7 `-'c, u 48" 21 ' - 1 %4 " 6' - 1 �/2 111 4' - 0" 1 6' - 2" 527 6.1 6' - 7" 146 2.3 0 > E 5/111 `t 23, _ 5 � 11 /2 (`' V _ 8 v � 11 /2 ' 1 5 _ " 6 1 7 -1 0 %4 " 618 7.3 7'- 6" 186 2.9 _0� o-° 60'" 25' - 9 1/411 7' - 3 %2 " 17' - 0" 19' - 7 %2 " 707 8.7 8'- 3" 3.4 O L. °T ° on a) 6611 28' - 1 it 7' -10 �/2" 18'- 6" 21'- 4 1/4" 797 10. 1 8'- 9" _219 242 3.9 L04-+-. 72" 30'- 4 %4" 8'- 5 �/2" 20'- 0" 23'- 1 1/4" 910 11.7 9'- 4" 272 4.4 0E00n 12" 7'-10 3 II /4 / 2 _ 11 6 / 5 _ 11 8 ' 6 _ 6 " %2 144 1.1 / 1 _ 11 9 24 0.3 0 CO L 1 5 11 9 ' - /1 11 "i 2 1 G _ 9 I 11 /2 , 6 _ 11 8 , 7 _ 8 I " /2 1 7 7 1. 5 , 2 _ „ 2 3 2 0. 4 CO •_ T � 18 10' - 9 �211 3 ,_ 11 1 7 ,_ 11 8 8 ,_ 10 1/411 217 1.9 2'- 8" 42 0.5 C_ a) �-•-•-L v .�c .0 L 21" 12'- 2 %4" 3'- 4 /2" 8'- 8" 10'- 0" 254 2.3 3'- 1" 57 0.7 C >10 0 24" 13' - 9 Y2 " 3' - 9 %2 11 9' _ 811 i l , _ 2" 295 2. 8 3' _ 711 - 67i 0. 9 0 C C C 4-°a•- 2711 15'- 3" 41- 1" 10'- 8" 121- 3 %4" 328 3.3 3'-11" 771 1.0 co o,�40_ 30" 1 6' - 8 I/4 11 4'- 4 V211 l l ' - 8" 1 3' - 5 Y4 " 379 3.8 4' - 411 89 1 . 3 • + o L. Ir- �� 33" 18 - 1 3 II /4 4 _ 11 8 1 2 _ 11 8 14 - 7 %2 " 41 7 4. 5 4' - 8" 101' 1 . 4 4_0co 3611 19,_ 711 4'-11.1 11 /2 13,_ 8" 15,_ ,J 9 1 11 /4 464 5.1 5 ,_ 11 1 115' 1.7 0C(00 ..00E0 42" 22'- 5 )/4" 5'- 6 �/2" 15'- 8" 18'- 1" 575 6.5 5'-10" 1411 2.1 W N 3 7 E w� �L_ 4811 26' _ 6 �/11 r`, V4 _ 1 I 11 /2 , 18 _ 11 8 211- 6 )/4" 720 8.9 6'- 7" 175 2.8 M o(no a-Cz v�+- 5411 291 _ 511 6'- 8 �/2 t1 20'- 811 23' _1 0 1/4" 863 10.7 7'- 6" 226' 3.6 _J E-- . �-- L U = o a) cn + o .c 6011 32' - 3 Y4 11 7' - 3 I/2 " 22' - 811 26' - 2" 984 12.7 8' - 3" 264 4.3 QFx o 66 ' 35 - 2 I 11 2 / 7, _ 1 0 1 /211 24/� _ 8" 28,� - 5 3 " /4 1126 14. 9 8'� _ 9" 300 4. 9 721138 � - 1 1/4 8 � - 5 11 /2 26 - 8 1I 30 - 9 11 1/21283 17.3 9 - 4 " 334 5.6 1211 1l,_ 211 7_ 611 8/- 611 91- 9 )/4" 220 1.9 1'- 911 28 0.4 15" 13'- 2 1/4" 2'- 9 I/2" 10'- 0" 11'- 6 !/2" 264 2.5 2'- 2" 371 0.5 1811 151- 2 Y211 3,_ 1" 11'- 611 13'- 3 1/4" 326 3.2 2'- 811 50 0.7 2111 17' - 2 %4 11 3'- 4 �/2 " 1 3' - 0" 1 5' - 0 1/4 " 381 3.9 3' - ill 69 0.9 2411 1 9' - 4 V2 11 3' - 9 �/211 1 4' _ 611 1 6, _ 911 447 4.8 3' _ 711 80' 1 . 2 2711 211- 4 N11 4'- 1" 16'- 0" 18'- 5 %411 506 5.7 3'-1111 96' 1.4' e 30"123/- 5 ' /411 , 4 _ 4 ( 11 /2 , 1 7 _ II 6 20 - 2 �/2" 587 6.7 4' - 411 1 10 1 . 7 3311 25' - 5 %211 4, _ 811 19' _ 0" 21 / -11 1/4" 667 7.8 4'- 811 127; 2.0 3611 27' - 5 %4 " 4' -1 1 �/2 " 20'- 6" 23' - 8" 727 9.0 5' - 1 " 144, 2.3 4211 31'- 6 1/411 5'- 6 �/211 23'- 6" 27'- 1 (/2" 914 11.5 5'-10" 179 3.0' 4811 37' - 3 %2 " 6' - 1 �/2 " 28'- 0" 32' - 4" 1 1 81 15.9 6' - 7" 2311 4.0 Q 54" 41 ' - 4 'A " 6' - 8 �/2 " 31 ' - 0" 35' - 9 I/2 " 1412 1 9. 2 7'- 6" 300, 5.0 6011 45' - 4 %4 11 7' - 3 I/2 11 34' - 0" 39' - 3" 1619 22. 9 8- 3" 353' 6.0 w Q _J N 0 J Lil UJ ___I c� 0 R ELEVATION Showing dimensions I X/2 -, D G Pipe or Pipes Bars F- Bars C- Bars B- Bars W Bars S 811 Bars E Conforms to SL:1 slope perpendicular to Rdwy - - Bars Dl -Dx Bars W _ Bars V1 -Vx ' Bars S ' 1 I 0 Quantities shown are for concrete pipe and will Increase slightly for metal pipe installations. QFor vehicle safety, curbs shall project no more, than 3" above finished grade. Curb heights shall be reduced, if necessary, to meet these requirements. No changes will be made in quantities and no additional compensation will be allowed for this work. QProvide al'-0" footing as shown where required to maintain 4 Min cover for pipes. 4O Quantities shown are for one structure end only (one headwall). O5 Min Length = 611 + 311 x �12 x H - 7 12 x L Max Length = 12 x H- 3" x 12 x H- 7 _ 1 12 x L 6O Lengths of wings based on SL:1 Slope along this I i ne. zipacIng at 1 ' -0" AA.,.. PLAN - Finished Grade (Roadway Slope) �x Lo - - .-.- - Bars E 1'-01, O Bars G 611 Bars A Bars B TYPICAL WING ELEVATION I -Bars E Bars F I ¢Bars C Bars W Bars S 611 Contractor shall provide bars as rim-, Bars W needed to support Bar W on inside face of wa I I . Bars D Bars S I Bars V Bars B 7 II�Const Jt �i SECTION A -A Bars B, -Bx 0 Toe of Slope - FTABLE OF(4D NFORCING STEEL Bar Size Spa No. A # 4 1 ' -0" B # 3 1/-611 C # 4 1 ' -011 D # 3 1' -0" E # 5 4 F # 5 G # 3 2 S # 4 6 V # 4 1'-0" W # 5 4 0 1' -6" BARS V TABLE OF CONSTANT DIMENSIONS 10 Oa an o� G K H 1211 9" 1 ' - o" 2' - 0" 1511 11 11 1' - p11 2, _ 311 1811 1,_ 211 1,_ 011 21_ 611 2111 1'- 4" 1'- 0" 2'- 9" 2411 1'- 7" 1'- 0" 3'- 0" 2711 1,_ 811 1,_ 011 3,_ 311 3011 1'-1011 1'- 0" 3'- 6" 3311 1 ' -11 11 1 / _ Oil 3 / _ 911 3611 2,_ 111 1,_ 011 41_ 011 4211 2' - 4" 1' - 0" 4' - 6" 811 21- 711 1 , _ 311 5, _ 311 5411 3' - 0" 1 ' - 311 5' - 911 6011 3' - 311 11 - 311 6' _ 311 6611 3' - 3" 11 - 3" 6' - 9" 7211 1 3'- 41 1'- 3" 71- 311 311 `o 300 BARS C (2'-0" long) Bars B Y + 4" Bars Bx 9" Min N GENERAL NOTES: Designed according to current AASHTO Standard and Interim Specifications. Reinforcing steel shall be placed with the center of the outside layer of bars 2" from the surface of the concrete. All reinforcing steel shall be Grade 60. All concrete shall be Class "C" and shall have a minimum compressive strength of 3600 psi. No bridge rails of any type may be mounted directly to these culvert headwalls. Texos Deportment of Tronsportotion ff Bridge Dlv/slon CONCRETE HEADWALLS WITH FLARED WINGS FOR 00 SKEW PIPE CULVERTS CH-Fw-0. FILE: chfw00se. dgn DN: TxDOT CK: TxDOT Dw: TxDOT CK:Id 0 TOOT May 2005 DISTRICT FEDERAL AID PROJECT REVISIONS I COUNTY ICONTROLISECTI JOB IHIGHWAYIIR